ANSYS Academic Teaching Introductory *-------------------------------------------------------------* | | | W E L C O M E T O T H E A N S Y S P R O G R A M | | | *-------------------------------------------------------------* *************************************************************** * ANSYS 11.0 LEGAL NOTICES * *************************************************************** * * * COPYRIGHT AND TRADEMARK INFORMATION * * * * Copyright 2007 SAS IP, Inc. All rights reserved. * * Unauthorized use, distribution or duplication is prohibited.* * * * See the ANSYS, Inc. online documentation or the ANSYS, Inc. * * documentation CD for the complete Legal Notice. * * * *************************************************************** * * * DISCLAIMER NOTICE * * * * THIS ANSYS SOFTWARE PRODUCT AND PROGRAM DOCUMENTATION * * INCLUDE TRADE SECRETS AND ARE CONFIDENTIAL AND PROPRIETARY * * PRODUCTS OF ANSYS, INC., ITS SUBSIDIARIES, OR LICENSORS. * * The software products and documentation are furnished by * * ANSYS, Inc., its subsidiaries, or affiliates under a * * software license agreement that contains provisions * * concerning non-disclosure, copying, length and nature of * * use, compliance with exporting laws, warranties, * * disclaimers, limitations of liability, and remedies, and * * other provisions. The software products and documentation * * may be used, disclosed, transferred, or copied only in * * accordance with the terms and conditions of that software * * license agreement. * * * * ANSYS, Inc. and ANSYS Europe, Ltd. are UL registered * * ISO 9001:2000 Companies. * * * *************************************************************** * * * U.S. GOVERNMENT RIGHTS * * * * For U.S. Government users, except as specifically granted * * by the ANSYS, Inc. software license agreement, the use, * * duplication, or disclosure by the United States Government * * is subject to restrictions stated in the ANSYS, Inc. * * software license agreement and FAR 12.212 (for non-DOD * * licenses). * * * *************************************************************** Completing ANSYS Load Process. ***** ANSYS COMMAND LINE ARGUMENTS ***** BATCH MODE REQUESTED = NOLIST 2 PARALLEL CPUS REQUESTED DESIGNXPLORER REQUESTED MEMORY REQUESTED (MB) = 82 START-UP FILE MODE = NOREAD STOP FILE MODE = NOREAD DATABASE SIZE REQUESTED (MB) = 32 *** WARNING *** CP = 0.562 TIME= 09:20:45 Use of the -M switch is no longer recommended for normal ANSYS use. ANSYS now dynamically allocates memory as needed. Only use the -M switch if you are certain that you need to do so. PARAMETER STATUS- ( 1 PARAMETERS DEFINED) (INCLUDING 1 INTERNAL PARAMETERS) 00224004 VERSION=INTEL NT RELEASE= 11.0 UP20070125 CURRENT JOBNAME=file 09:20:45 JUN 17, 2009 CP= 0.562 PARAMETER _DS_PROGRESS = 999.0000000 /INPUT FILE= ds.dat LINE= 0 *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 9.34583333 --- Data in consistent MKS units. MKS UNITS SPECIFIED FOR INTERNAL LENGTH (l) = METER (M) MASS (M) = KILOGRAM (KG) TIME (t) = SECOND (SEC) TEMPERATURE (T) = CELSIUS (C) TOFFSET = 273.0 CHARGE (Q) = COULOMB FORCE (f) = NEWTON (N) (KG-M/SEC2) HEAT = JOULE (N-M) PRESSURE = PASCAL (NEWTON/M**2) ENERGY (W) = JOULE (N-M) POWER (P) = WATT (N-M/SEC) CURRENT (i) = AMPERE (COULOMBS/SEC) CAPACITANCE (C) = FARAD INDUCTANCE (L) = HENRY MAGNETIC FLUX = WEBER RESISTANCE (R) = OHM ELECTRIC POTENTIAL = VOLT INPUT UNITS ARE ALSO SET TO MKS *****TRACK MONITOR LEVEL= -1 TRACK PRINT LEVEL = 0 TRACK SUMMARY LEVEL= 0 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 11.0 ***** ANSYS Academic Teaching Introductory 00224004 VERSION=INTEL NT 09:20:45 JUN 17, 2009 CP= 0.562 ***** ANSYS ANALYSIS DEFINITION (PREP7) ***** *********** Nodes for the whole assembly *********** *********** Elements for Part 1 *********** *********** Elements for Part 2 *********** *********** Elements for Part 3 *********** *********** Elements for Part 4 *********** *********** Elements for Part 5 *********** *********** Elements for Part 6 *********** *********** Elements for Part 7 *********** *********** Elements for Part 8 *********** *********** Elements for Part 9 *********** *********** Elements for Part 10 *********** *********** Send Materials *********** *********** Send Sheet Properties *********** *********** Send Beam Properties *********** *********** Fixed Supports *********** *********** Define Force Using Surface Effect Elements *********** *********** Construct Remote Displacement Using RBE3/CERIG Contact *********** *********** Construct Remote Displacement Using RBE3/CERIG Contact *********** *********** Create Spot Weld *********** *********** Create Spot Weld *********** *********** Create Spot Weld *********** *********** Create Spot Weld *********** *********** Create Spot Weld *********** *********** Create Spot Weld *********** *********** Create Spot Weld *********** *********** Create Spot Weld *********** *********** Create Spot Weld *********** *********** Create Spot Weld *********** *********** Create Spot Weld *********** *********** Create Spot Weld *********** *********** Create Spot Weld *********** *********** Create Spot Weld *********** *********** Set Reference Temperature *********** *********** Send User Defined Coordinate System(s) *********** LIST DATA TABLE BISO FOR MATERIAL 5 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 11.0 ***** ANSYS Academic Teaching Introductory 00224004 VERSION=INTEL NT 09:20:46 JUN 17, 2009 CP= 1.141 BiIso Pl (BISO) Table For Material 5 1 Temps 0.0000 Yld Strs 0.25000E+09 Tang Mod 0.0000 ***** ROUTINE COMPLETED ***** CP = 1.141 --- Number of total nodes = 346 --- Number of contact elements = 96 --- Number of spring elements = 0 --- Number of solid elements = 194 --- Number of total elements = 372 *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 9.34611111 **************************************************************************** ************************* SOLUTION ******************************** **************************************************************************** ***** ANSYS SOLUTION ROUTINE ***** PERFORM A TRANSIENT ANALYSIS THIS WILL BE A NEW ANALYSIS LARGE DEFORMATION ANALYSIS NEW SOLUTION CONTROL OPTION IS ACTIVATED, THE FOLLOWING COMMANDS ARE RESET TO NEW DEFAULTS: AUTOTS, DELTIM, NSUB, CNVTOL, LNSRCH, PRED, NROPT, TINTP, CUTCONTROL, OPNCONTROL, MONITOR, NEQIT, SSTIF, KBC. CONTACT TIME PREDICTIONS ARE BASED ON ELEMENT KEYOPT(7) SPECIFIED STEP BOUNDARY CONDITION KEY= 1 Avg ratio= 1, totalParts=10, thickParts=0, thickPcent= 0 USE SPARSE MATRIX DIRECT SOLVER DO NOT SAVE ANY RESTART FILES AT ALL CONTACT INFORMATION PRINTOUT LEVEL 1 PERFORM A FULL TRANSIENT ANALYSIS USING HHT ALGORITHM USE AMPLITUDE DECAY FACTOR FOR 2nd ORDER TRANSIENT PARAMETERS GAMMA= 0.1000 (ALPHA= 0.3025 DELTA= 0.6000 ALPHAF= 0.1000 ALPHAM= 0.000 ) NLDIAG: Nonlinear diagnostics CONT option is set to ON. Writing frequence : each ITERATION. **************************************************** ******************* SOLVE FOR LS 1 **************** SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 11 TO 11 STEP 1 96 ELEMENTS (OF 372 DEFINED) SELECTED BY ESEL COMMAND. SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 125 NODES (OF 346 DEFINED) SELECTED FROM 96 SELECTED ELEMENTS BY NSLE COMMAND. SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 1 KVAL = 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI315X SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 2 KVAL = 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI315Y SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 3 KVAL = 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI315Z ALL SELECT FOR ITEM=NODE COMPONENT= IN RANGE 1 TO 346 STEP 1 346 NODES (OF 346 DEFINED) SELECTED BY NSEL COMMAND. ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 372 STEP 1 372 ELEMENTS (OF 372 DEFINED) SELECTED BY ESEL COMMAND. SPECIFIED CONSTRAINT UX FOR SELECTED NODES 331 TO 331 BY 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI312UX SPECIFIED CONSTRAINT UY FOR SELECTED NODES 331 TO 331 BY 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI312UY SPECIFIED CONSTRAINT UZ FOR SELECTED NODES 331 TO 331 BY 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI312UZ SPECIFIED CONSTRAINT ROTX FOR SELECTED NODES 331 TO 331 BY 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI312ROTX SPECIFIED CONSTRAINT ROTZ FOR SELECTED NODES 331 TO 331 BY 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI312ROTZ SPECIFIED CONSTRAINT UX FOR SELECTED NODES 332 TO 332 BY 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI313UX SPECIFIED CONSTRAINT UY FOR SELECTED NODES 332 TO 332 BY 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI313UY SPECIFIED CONSTRAINT ROTX FOR SELECTED NODES 332 TO 332 BY 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI313ROTX SPECIFIED CONSTRAINT ROTZ FOR SELECTED NODES 332 TO 332 BY 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI313ROTZ *********** Create Acceleration *********** SET PARAMETER DIMENSIONS ON _ACELX TYPE=TABL DIMENSIONS= 2 1 1 TIME PARAMETER _ACELX(1,0) = 0.000000000 PARAMETER _ACELX(2,0) = 0.2000000000 PARAMETER _ACELX(1,1) = 0.000000000 PARAMETER _ACELX(2,1) = 0.000000000 SET PARAMETER DIMENSIONS ON _ACELY TYPE=TABL DIMENSIONS= 2 1 1 TIME PARAMETER _ACELY(1,0) = 0.000000000 PARAMETER _ACELY(2,0) = 0.2000000000 PARAMETER _ACELY(1,1) = 0.000000000 PARAMETER _ACELY(2,1) = 0.000000000 SET PARAMETER DIMENSIONS ON _ACELZ TYPE=TABL DIMENSIONS= 2 1 1 TIME PARAMETER _ACELZ(1,0) = 0.000000000 PARAMETER _ACELZ(2,0) = 0.2000000000 PARAMETER _ACELZ(1,1) = 0.000000000 PARAMETER _ACELZ(2,1) = 9.806650000 ACELX IS SET ACCORDING TO TABLE PARAMETER = _ACELX ACELY IS SET ACCORDING TO TABLE PARAMETER = _ACELY ACELZ IS SET ACCORDING TO TABLE PARAMETER = _ACELZ PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 40 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DOFS FOR AUTOMATIC TIME STEPPING: USE 50 SUBSTEPS AS A MAXIMUM USE 30 SUBSTEPS AS A MINIMUM TIME= 0.20000 INCLUDE TRANSIENT EFFECTS FOR ALL DOFS THIS LOAD STEP ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE V ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE A ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES SELECT FOR ITEM=MAT COMPONENT= IN RANGE 2 TO 2 STEP 1 13 ELEMENTS (OF 372 DEFINED) SELECTED BY ESEL COMMAND. ALSO SELECT FOR ITEM=MAT COMPONENT= IN RANGE 3 TO 3 STEP 1 26 ELEMENTS (OF 372 DEFINED) SELECTED BY ESEL COMMAND. ALSO SELECT FOR ITEM=MAT COMPONENT= IN RANGE 4 TO 4 STEP 1 39 ELEMENTS (OF 372 DEFINED) SELECTED BY ESEL COMMAND. ALSO SELECT FOR ITEM=MAT COMPONENT= IN RANGE 5 TO 5 STEP 1 52 ELEMENTS (OF 372 DEFINED) SELECTED BY ESEL COMMAND. ALSO SELECT FOR ITEM=MAT COMPONENT= IN RANGE 6 TO 6 STEP 1 60 ELEMENTS (OF 372 DEFINED) SELECTED BY ESEL COMMAND. ALSO SELECT FOR ITEM=MAT COMPONENT= IN RANGE 7 TO 7 STEP 1 71 ELEMENTS (OF 372 DEFINED) SELECTED BY ESEL COMMAND. ALSO SELECT FOR ITEM=MAT COMPONENT= IN RANGE 8 TO 8 STEP 1 82 ELEMENTS (OF 372 DEFINED) SELECTED BY ESEL COMMAND. ALSO SELECT FOR ITEM=MAT COMPONENT= IN RANGE 9 TO 9 STEP 1 90 ELEMENTS (OF 372 DEFINED) SELECTED BY ESEL COMMAND. ALSO SELECT FOR ITEM=MAT COMPONENT= IN RANGE 10 TO 10 STEP 1 98 ELEMENTS (OF 372 DEFINED) SELECTED BY ESEL COMMAND. DEFINITION OF COMPONENT = _ELMISC ENTITY=ELEM ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 372 STEP 1 372 ELEMENTS (OF 372 DEFINED) SELECTED BY ESEL COMMAND. WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC ALL INTEGRATION POINT VALUES WILL BE COPIED TO THE NODES ***** ANSYS SOLVE COMMAND ***** *** NOTE *** CP = 1.141 TIME= 09:20:46 There is no title defined for this analysis. *** WARNING *** CP = 1.141 TIME= 09:20:46 Element shape checking is currently inactive. Issue SHPP,ON or SHPP,WARN to reactivate, if desired. *** NOTE *** CP = 1.141 TIME= 09:20:46 The model data was checked and warning messages were found. Please review output or errors file ( C:\Dokumente und Einstellungen\mb0424ff.127-16AMB\Desktop\Brücke\Brücke_2 Simulationsdateien\Transient-mechanisch\file.err ) for these warning messages. *** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS *** --- GIVE SUGGESTIONS AND RESET THE KEY OPTIONS --- ELEMENT TYPE 1 IS SHELL181. IT IS ASSOCIATED WITH ELASTOPLASTIC MATERIALS ONLY. KEYOPT(8)=2 IS SUGGESTED AND KEYOPT(3)=2 IS SUGGESTED FOR HIGHER ACCURACY OF MEMBRANE STRESSES; OTHERWISE, KEYOPT(3)=0 IS SUGGESTED. KEYOPT(8) HAS BEEN RESET BUT KEYOPT(3) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 2 0 0 0 0 ELEMENT TYPE 2 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3) IS ALREADY SET AS SUGGESTED. KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. ELEMENT TYPE 3 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3) IS ALREADY SET AS SUGGESTED. KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. ELEMENT TYPE 4 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3) IS ALREADY SET AS SUGGESTED. KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. ELEMENT TYPE 5 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3) IS ALREADY SET AS SUGGESTED. KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. ELEMENT TYPE 6 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3) IS ALREADY SET AS SUGGESTED. KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. ELEMENT TYPE 7 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3) IS ALREADY SET AS SUGGESTED. KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. ELEMENT TYPE 8 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3) IS ALREADY SET AS SUGGESTED. KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. ELEMENT TYPE 9 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3) IS ALREADY SET AS SUGGESTED. KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. ELEMENT TYPE 10 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3) IS ALREADY SET AS SUGGESTED. KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. ELEMENT TYPE 16 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 17 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 18 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 19 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 20 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 21 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 22 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 23 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 24 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 25 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 26 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 27 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 28 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 29 IS BEAM188 . KEYOPT(1)=1 IS SUGGESTED FOR NON-CIRCULAR CROSS SECTIONS AND KEYOPT(3)=2 IS ALWAYS SUGGESTED. KEYOPT(3) HAS BEEN RESET BUT KEYOPT(1) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY ACCORDING TO CROSS SECTION TYPES IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 0 0 0 0 0 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 11.0 ***** ANSYS Academic Teaching Introductory 00224004 VERSION=INTEL NT 09:20:46 JUN 17, 2009 CP= 1.141 S O L U T I O N O P T I O N S PROBLEM DIMENSIONALITY. . . . . . . . . . . . .3-D DEGREES OF FREEDOM. . . . . . UX UY UZ ROTX ROTY ROTZ ANALYSIS TYPE . . . . . . . . . . . . . . . . .TRANSIENT SOLUTION METHOD. . . . . . . . . . . . . . .FULL NONLINEAR GEOMETRIC EFFECTS . . . . . . . . . .ON EQUATION SOLVER OPTION. . . . . . . . . . . . .SPARSE PLASTIC MATERIAL PROPERTIES INCLUDED. . . . . .YES NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC *** NOTE *** CP = 1.141 TIME= 09:20:46 Nonlinear analysis, NROPT set to the FULL Newton-Raphson solution procedure for ALL degrees of freedom. *** NOTE *** CP = 1.141 TIME= 09:20:46 The conditions for direct assembly have been met. No .emat or .erot files will be produced. *** NOTE *** CP = 1.156 TIME= 09:20:46 Internal nodes from 347 to 506 are created. 2 internal nodes are used for handling DOF on pilot nodes of rigid target surfaces. 158 internal nodes are used for quadratic option of BEAM188/SHELL208. L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 1 TIME AT END OF THE LOAD STEP. . . . . . . . . . 0.20000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 40 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 50 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 30 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . YES STRESS-STIFFENING . . . . . . . . . . . . . . . ON TRANSIENT (INERTIA) EFFECTS STRUCTURAL DOFS. . . . . . . . . . . . . . . ON TRANSIENT INTEGRATION PARAMETERS GAMMA. . . . . . . . . . . . . . . . . . . . 0.10000 ALPHA. . . . . . . . . . . . . . . . . . . . 0.30250 DELTA. . . . . . . . . . . . . . . . . . . . 0.60000 USING HHT TIME INTEGRATION ALPHAF . . . . . . . . . . . . . . . . . . . 0.10000 ALPHAM . . . . . . . . . . . . . . . . . . . 0.0000 TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ COPY INTEGRATION POINT VALUES TO NODE . . . . . YES PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL V ALL A ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.55) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.57) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.88) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.89) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.93) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.102) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.103) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.104) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Force-distributed-surface identified by real constant set 12 and contact element type 12 has been set up. The pilot node 331 is used to apply the force. Internal MPC will be built. The used DOF set is UX UY UZ ROTX ROTY ROTZ Please verify constraints (including rotational DOF) on the pilot node by yourself. *** NOTE *** CP = 1.219 TIME= 09:20:46 Force-distributed-surface identified by real constant set 14 and contact element type 14 has been set up. The pilot node 332 is used to apply the force. Internal MPC will be built. The used DOF set is UX UY UZ ROTX ROTY ROTZ Please verify constraints (including rotational DOF) on the pilot node by yourself. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.55) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.57) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.88) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.89) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.93) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.102) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.103) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. *** NOTE *** CP = 1.219 TIME= 09:20:46 Smoothing on certain contact nodes (e.g.104) for pair ID 12 may have accuracy issue. Please verify face normal of connected elements. **** CENTER OF MASS, MASS, AND MASS MOMENTS OF INERTIA **** CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID TOTAL MASS = 72527. MOM. OF INERTIA MOM. OF INERTIA CENTER OF MASS ABOUT ORIGIN ABOUT CENTER OF MASS XC = 0.50828 IXX = 0.1653E+07 IXX = 0.1026E+07 YC = 0.38404E-16 IYY = 0.2595E+07 IYY = 0.1949E+07 ZC = 2.9411 IZZ = 0.1445E+07 IZZ = 0.1426E+07 IXY = -0.1819E-11 IXY = -0.4033E-12 IYZ = -0.3638E-11 IYZ = 0.4554E-11 IZX = -0.2728E-11 IZX = 0.1084E+06 *** MASS SUMMARY BY ELEMENT TYPE *** TYPE MASS 1 9216.00 2 7091.72 3 7091.72 4 7091.72 5 7091.72 6 4992.00 7 9984.00 8 9984.00 9 4992.00 10 4992.00 Range of element maximum matrix coefficients in global coordinates Maximum= 4.490516503E+11 at element 319. Minimum= 1.817381948E+09 at element 1. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 96 SHELL181 0.000 0.000000 2 13 BEAM188 0.031 0.002404 3 13 BEAM188 0.031 0.002404 4 13 BEAM188 0.031 0.002404 5 13 BEAM188 0.031 0.002404 6 8 BEAM188 0.031 0.003906 7 11 BEAM188 0.000 0.000000 8 11 BEAM188 0.000 0.000000 9 8 BEAM188 0.000 0.000000 10 8 BEAM188 0.000 0.000000 11 96 SURF154 0.000 0.000000 12 10 CONTA175 0.000 0.000000 13 1 TARGE170 0.000 0.000000 14 10 CONTA175 0.000 0.000000 15 1 TARGE170 0.000 0.000000 16 2 BEAM188 0.000 0.000000 17 2 BEAM188 0.000 0.000000 18 2 BEAM188 0.000 0.000000 19 2 BEAM188 0.000 0.000000 20 8 BEAM188 0.000 0.000000 21 8 BEAM188 0.031 0.003906 22 2 BEAM188 0.000 0.000000 23 2 BEAM188 0.000 0.000000 24 2 BEAM188 0.000 0.000000 25 2 BEAM188 0.000 0.000000 26 6 BEAM188 0.000 0.000000 27 6 BEAM188 0.000 0.000000 28 8 BEAM188 0.000 0.000000 29 8 BEAM188 0.000 0.000000 Time at end of element matrix formulation CP= 1.3125. FORCE CONVERGENCE VALUE = 0.9887E+05 CRITERION= 504.4 MOMENT CONVERGENCE VALUE = 0.6117E-05 CRITERION= 0.5102E-04 SPARSE MATRIX DIRECT SOLVER. Number of equations = 2403, Maximum wavefront = 126 Memory available for solver = 37.338 MB Memory required for in-core = 1.445 MB Optimal memory required for out-of-core = 0.445 MB Minimum memory required for out-of-core = 0.418 MB Sparse solver maximum pivot= 4.490516503E+11 at node 453 UX. Sparse solver minimum pivot= 537198.759 at node 124 ROTZ. Sparse solver minimum pivot in absolute value= 537198.759 at node 124 ROTZ. EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9952E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9952E-03 *** NOTE *** CP = 1.469 TIME= 09:20:46 The initial memory allocation (-m) has been exceeded. Supplemental memory allocations are being used. FORCE CONVERGENCE VALUE = 0.2005E+05 CRITERION= 766.3 MOMENT CONVERGENCE VALUE = 1355. CRITERION= 182.3 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4788E-06 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4788E-06 FORCE CONVERGENCE VALUE = 0.1840 CRITERION= 815.4 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4645E-01 CRITERION= 178.5 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 96 SHELL181 0.063 0.000651 2 13 BEAM188 0.031 0.002404 3 13 BEAM188 0.031 0.002404 4 13 BEAM188 0.031 0.002404 5 13 BEAM188 0.031 0.002404 6 8 BEAM188 0.000 0.000000 7 11 BEAM188 0.000 0.000000 8 11 BEAM188 0.000 0.000000 9 8 BEAM188 0.063 0.007812 10 8 BEAM188 0.000 0.000000 11 96 SURF154 0.000 0.000000 12 10 CONTA175 0.000 0.000000 13 1 TARGE170 0.000 0.000000 14 10 CONTA175 0.000 0.000000 15 1 TARGE170 0.000 0.000000 16 2 BEAM188 0.000 0.000000 17 2 BEAM188 0.000 0.000000 18 2 BEAM188 0.000 0.000000 19 2 BEAM188 0.000 0.000000 20 8 BEAM188 0.000 0.000000 21 8 BEAM188 0.000 0.000000 22 2 BEAM188 0.000 0.000000 23 2 BEAM188 0.000 0.000000 24 2 BEAM188 0.000 0.000000 25 2 BEAM188 0.000 0.000000 26 6 BEAM188 0.000 0.000000 27 6 BEAM188 0.000 0.000000 28 8 BEAM188 0.000 0.000000 29 8 BEAM188 0.000 0.000000 *** NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 96 SHELL181 0.000 0.000000 2 13 BEAM188 0.000 0.000000 3 13 BEAM188 0.000 0.000000 4 13 BEAM188 0.000 0.000000 5 13 BEAM188 0.000 0.000000 6 8 BEAM188 0.000 0.000000 7 11 BEAM188 0.000 0.000000 8 11 BEAM188 0.000 0.000000 9 8 BEAM188 0.000 0.000000 10 8 BEAM188 0.000 0.000000 11 96 SURF154 0.000 0.000000 12 10 CONTA175 0.000 0.000000 13 1 TARGE170 0.000 0.000000 14 10 CONTA175 0.000 0.000000 15 1 TARGE170 0.000 0.000000 16 2 BEAM188 0.000 0.000000 17 2 BEAM188 0.000 0.000000 18 2 BEAM188 0.000 0.000000 19 2 BEAM188 0.000 0.000000 20 8 BEAM188 0.000 0.000000 21 8 BEAM188 0.000 0.000000 22 2 BEAM188 0.000 0.000000 23 2 BEAM188 0.000 0.000000 24 2 BEAM188 0.000 0.000000 25 2 BEAM188 0.000 0.000000 26 6 BEAM188 0.000 0.000000 27 6 BEAM188 0.000 0.000000 28 8 BEAM188 0.000 0.000000 29 8 BEAM188 0.000 0.000000 *** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 2 *** TIME = 0.500000E-02 TIME INC = 0.500000E-02 *** RESPONSE FREQ = 16.66 PERIOD= 0.6003E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3713E+06 CRITERION= 1108. MOMENT CONVERGENCE VALUE = 1837. CRITERION= 425.9 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4407E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4407E-02 FORCE CONVERGENCE VALUE = 0.2066E+06 CRITERION= 2035. MOMENT CONVERGENCE VALUE = 0.1425E+05 CRITERION= 564.6 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9019E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9019E-04 FORCE CONVERGENCE VALUE = 186.1 CRITERION= 2181. <<< CONVERGED MOMENT CONVERGENCE VALUE = 10.84 CRITERION= 414.2 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 2 COMPLETED. CUM ITER = 4 *** TIME = 0.100000E-01 TIME INC = 0.500000E-02 *** RESPONSE FREQ = 11.66 PERIOD= 0.8574E-01 PTS/CYC = 17. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.8727E+06 CRITERION= 2465. MOMENT CONVERGENCE VALUE = 3972. CRITERION= 1361. EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1169E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1169E-01 FORCE CONVERGENCE VALUE = 0.6727E+06 CRITERION= 4945. MOMENT CONVERGENCE VALUE = 0.4387E+05 CRITERION= 1679. EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9596E-04 LINE SEARCH PARAMETER = 0.9999 SCALED MAX DOF INC = 0.9595E-04 FORCE CONVERGENCE VALUE = 416.9 CRITERION= 4298. <<< CONVERGED MOMENT CONVERGENCE VALUE = 22.96 CRITERION= 723.0 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 3 COMPLETED. CUM ITER = 6 *** TIME = 0.150000E-01 TIME INC = 0.500000E-02 *** RESPONSE FREQ = 8.746 PERIOD= 0.1143 PTS/CYC = 23. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1586E+07 CRITERION= 4517. MOMENT CONVERGENCE VALUE = 4705. CRITERION= 2827. EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2237E-01 LINE SEARCH PARAMETER = 0.9979 SCALED MAX DOF INC = -0.2232E-01 FORCE CONVERGENCE VALUE = 0.1427E+07 CRITERION= 0.1292E+05 MOMENT CONVERGENCE VALUE = 0.7489E+05 CRITERION= 4670. EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2168E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2168E-03 FORCE CONVERGENCE VALUE = 995.0 CRITERION= 9366. <<< CONVERGED MOMENT CONVERGENCE VALUE = 49.13 CRITERION= 997.7 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 4 COMPLETED. CUM ITER = 8 *** TIME = 0.200000E-01 TIME INC = 0.500000E-02 *** RESPONSE FREQ = 9.010 PERIOD= 0.1110 PTS/CYC = 22. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.2468E+07 CRITERION= 9667. MOMENT CONVERGENCE VALUE = 5973. CRITERION= 4776. EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3390E-01 LINE SEARCH PARAMETER = 0.9914 SCALED MAX DOF INC = -0.3361E-01 FORCE CONVERGENCE VALUE = 0.2811E+07 CRITERION= 0.3484E+05 MOMENT CONVERGENCE VALUE = 0.1168E+06 CRITERION= 0.1169E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8913E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8913E-03 FORCE CONVERGENCE VALUE = 7016. CRITERION= 0.2437E+05 <<< CONVERGED MOMENT CONVERGENCE VALUE = 262.1 CRITERION= 1383. <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 5 COMPLETED. CUM ITER = 10 *** TIME = 0.250000E-01 TIME INC = 0.500000E-02 *** RESPONSE FREQ = 12.00 PERIOD= 0.8331E-01 PTS/CYC = 17. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3403E+07 CRITERION= 0.2504E+05 MOMENT CONVERGENCE VALUE = 8457. CRITERION= 7111. EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4469E-01 LINE SEARCH PARAMETER = 0.9868 SCALED MAX DOF INC = -0.4410E-01 FORCE CONVERGENCE VALUE = 0.5336E+07 CRITERION= 0.8786E+05 MOMENT CONVERGENCE VALUE = 0.2370E+06 CRITERION= 0.2826E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1618E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1618E-02 FORCE CONVERGENCE VALUE = 0.2233E+05 CRITERION= 0.5549E+05 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1042. CRITERION= 2141. <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 6 COMPLETED. CUM ITER = 12 *** TIME = 0.300000E-01 TIME INC = 0.500000E-02 *** RESPONSE FREQ = 15.33 PERIOD= 0.6522E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4178E+07 CRITERION= 0.5648E+05 MOMENT CONVERGENCE VALUE = 0.1334E+05 CRITERION= 0.1006E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6164E-01 LINE SEARCH PARAMETER = 0.9913 SCALED MAX DOF INC = -0.6110E-01 FORCE CONVERGENCE VALUE = 0.1048E+08 CRITERION= 0.1649E+06 MOMENT CONVERGENCE VALUE = 0.5987E+06 CRITERION= 0.1009E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2493E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2493E-02 FORCE CONVERGENCE VALUE = 0.5039E+05 CRITERION= 0.9815E+05 <<< CONVERGED MOMENT CONVERGENCE VALUE = 7566. CRITERION= 3457. EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8480E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8480E-03 FORCE CONVERGENCE VALUE = 3608. CRITERION= 0.9989E+05 <<< CONVERGED MOMENT CONVERGENCE VALUE = 365.5 CRITERION= 3480. <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 1 SUBSTEP 7 COMPLETED. CUM ITER = 15 *** TIME = 0.350000E-01 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.4658E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 15.88 PERIOD= 0.6299E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4785E+07 CRITERION= 0.9821E+05 MOMENT CONVERGENCE VALUE = 0.2141E+05 CRITERION= 0.1459E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8076E-01 LINE SEARCH PARAMETER = 0.9974 SCALED MAX DOF INC = -0.8056E-01 FORCE CONVERGENCE VALUE = 0.2038E+08 CRITERION= 0.2465E+06 MOMENT CONVERGENCE VALUE = 0.1335E+07 CRITERION= 0.1565E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2630E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2630E-02 FORCE CONVERGENCE VALUE = 0.4673E+06 CRITERION= 0.1346E+06 MOMENT CONVERGENCE VALUE = 0.9182E+05 CRITERION= 4895. EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5425E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5425E-03 FORCE CONVERGENCE VALUE = 0.4956E+05 CRITERION= 0.1366E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1855E+05 CRITERION= 4980. EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3540E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3540E-04 FORCE CONVERGENCE VALUE = 2449. CRITERION= 0.1394E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1383. CRITERION= 5081. <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 1 SUBSTEP 8 COMPLETED. CUM ITER = 19 *** TIME = 0.400000E-01 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.1913E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 12.30 PERIOD= 0.8129E-01 PTS/CYC = 16. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.5592E+07 CRITERION= 0.1320E+06 MOMENT CONVERGENCE VALUE = 0.7354E+05 CRITERION= 0.2000E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1077 LINE SEARCH PARAMETER = 0.9972 SCALED MAX DOF INC = -0.1074 FORCE CONVERGENCE VALUE = 0.3852E+08 CRITERION= 0.3738E+06 MOMENT CONVERGENCE VALUE = 0.2530E+07 CRITERION= 0.1563E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6821E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6821E-02 FORCE CONVERGENCE VALUE = 0.2374E+07 CRITERION= 0.1525E+06 MOMENT CONVERGENCE VALUE = 0.2225E+06 CRITERION= 5266. EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2609E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2609E-02 FORCE CONVERGENCE VALUE = 0.2264E+06 CRITERION= 0.1528E+06 MOMENT CONVERGENCE VALUE = 0.3987E+05 CRITERION= 5485. EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1030E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1030E-02 FORCE CONVERGENCE VALUE = 0.1942E+05 CRITERION= 0.1557E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1023E+05 CRITERION= 5544. EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4232E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4232E-03 FORCE CONVERGENCE VALUE = 5039. CRITERION= 0.1589E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2391. CRITERION= 5678. <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 9 COMPLETED. CUM ITER = 24 *** TIME = 0.450000E-01 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.4160E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 10.84 PERIOD= 0.9229E-01 PTS/CYC = 18. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.6626E+07 CRITERION= 0.1449E+06 MOMENT CONVERGENCE VALUE = 0.2027E+06 CRITERION= 0.2223E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1192 LINE SEARCH PARAMETER = 0.9949 SCALED MAX DOF INC = -0.1186 FORCE CONVERGENCE VALUE = 0.5877E+08 CRITERION= 0.4709E+06 MOMENT CONVERGENCE VALUE = 0.3804E+07 CRITERION= 0.2013E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8144E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8144E-02 FORCE CONVERGENCE VALUE = 0.3878E+07 CRITERION= 0.1563E+06 MOMENT CONVERGENCE VALUE = 0.3393E+06 CRITERION= 4459. EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2949E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2949E-02 FORCE CONVERGENCE VALUE = 0.6917E+06 CRITERION= 0.1561E+06 MOMENT CONVERGENCE VALUE = 0.1056E+06 CRITERION= 4718. EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1161E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1161E-02 FORCE CONVERGENCE VALUE = 0.6010E+05 CRITERION= 0.1589E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4397E+05 CRITERION= 4732. EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4833E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4833E-03 FORCE CONVERGENCE VALUE = 0.1830E+05 CRITERION= 0.1621E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1255E+05 CRITERION= 4861. EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1972E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1972E-03 FORCE CONVERGENCE VALUE = 6302. CRITERION= 0.1654E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 5643. CRITERION= 4947. EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8140E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8140E-04 FORCE CONVERGENCE VALUE = 2363. CRITERION= 0.1688E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1749. CRITERION= 5053. <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 1 SUBSTEP 10 COMPLETED. CUM ITER = 31 *** TIME = 0.500000E-01 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.6410E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 12.50 PERIOD= 0.8001E-01 PTS/CYC = 16. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.7637E+07 CRITERION= 0.1467E+06 MOMENT CONVERGENCE VALUE = 0.4118E+06 CRITERION= 0.2044E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1141 LINE SEARCH PARAMETER = 0.9920 SCALED MAX DOF INC = -0.1132 FORCE CONVERGENCE VALUE = 0.7191E+08 CRITERION= 0.5931E+06 MOMENT CONVERGENCE VALUE = 0.4325E+07 CRITERION= 0.2480E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8062E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8062E-02 FORCE CONVERGENCE VALUE = 0.5034E+07 CRITERION= 0.1623E+06 MOMENT CONVERGENCE VALUE = 0.4494E+06 CRITERION= 4539. EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4050E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4050E-02 FORCE CONVERGENCE VALUE = 0.1071E+07 CRITERION= 0.1632E+06 MOMENT CONVERGENCE VALUE = 0.1790E+06 CRITERION= 4783. EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7218E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7218E-03 FORCE CONVERGENCE VALUE = 0.1286E+06 CRITERION= 0.1661E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7135E+05 CRITERION= 4818. EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3106E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3106E-03 FORCE CONVERGENCE VALUE = 0.3241E+05 CRITERION= 0.1694E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2546E+05 CRITERION= 4940. EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1256E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1256E-03 FORCE CONVERGENCE VALUE = 0.1248E+05 CRITERION= 0.1728E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1097E+05 CRITERION= 5031. EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5331E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5331E-04 FORCE CONVERGENCE VALUE = 5145. CRITERION= 0.1764E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 3920. CRITERION= 5138. <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 1 SUBSTEP 11 COMPLETED. CUM ITER = 38 *** TIME = 0.550000E-01 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.7983E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 13.22 PERIOD= 0.7566E-01 PTS/CYC = 15. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.8488E+07 CRITERION= 0.1539E+06 MOMENT CONVERGENCE VALUE = 0.5817E+06 CRITERION= 0.1725E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1018 LINE SEARCH PARAMETER = 0.9895 SCALED MAX DOF INC = -0.1008 FORCE CONVERGENCE VALUE = 0.7466E+08 CRITERION= 0.3695E+06 MOMENT CONVERGENCE VALUE = 0.4631E+07 CRITERION= 0.6718E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8910E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8910E-02 FORCE CONVERGENCE VALUE = 0.5620E+07 CRITERION= 0.1835E+06 MOMENT CONVERGENCE VALUE = 0.5872E+06 CRITERION= 5318. EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4475E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4475E-02 FORCE CONVERGENCE VALUE = 0.1358E+07 CRITERION= 0.1848E+06 MOMENT CONVERGENCE VALUE = 0.2313E+06 CRITERION= 5340. EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9723E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9723E-03 FORCE CONVERGENCE VALUE = 0.1316E+06 CRITERION= 0.1880E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1204E+06 CRITERION= 5455. EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3325E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3325E-03 FORCE CONVERGENCE VALUE = 0.5886E+05 CRITERION= 0.1917E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4656E+05 CRITERION= 5560. EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1282E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1282E-03 FORCE CONVERGENCE VALUE = 0.2798E+05 CRITERION= 0.1955E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2492E+05 CRITERION= 5677. EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4825E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4825E-04 FORCE CONVERGENCE VALUE = 0.1518E+05 CRITERION= 0.1995E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 7633. CRITERION= 5791. EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2124E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2124E-04 FORCE CONVERGENCE VALUE = 3268. CRITERION= 0.2036E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 3181. CRITERION= 5910. <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8 *** LOAD STEP 1 SUBSTEP 12 COMPLETED. CUM ITER = 46 *** TIME = 0.600000E-01 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.9060E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 14.34 PERIOD= 0.6972E-01 PTS/CYC = 14. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.9222E+07 CRITERION= 0.1754E+06 MOMENT CONVERGENCE VALUE = 0.7546E+06 CRITERION= 0.1430E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9477E-01 LINE SEARCH PARAMETER = 0.9843 SCALED MAX DOF INC = -0.9328E-01 FORCE CONVERGENCE VALUE = 0.8945E+08 CRITERION= 0.3817E+06 MOMENT CONVERGENCE VALUE = 0.5572E+07 CRITERION= 0.8192E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9736E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9736E-02 FORCE CONVERGENCE VALUE = 0.6973E+07 CRITERION= 0.2174E+06 MOMENT CONVERGENCE VALUE = 0.7618E+06 CRITERION= 9432. EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5391E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5391E-02 FORCE CONVERGENCE VALUE = 0.1965E+07 CRITERION= 0.2184E+06 MOMENT CONVERGENCE VALUE = 0.3043E+06 CRITERION= 0.1007E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1493E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1493E-02 FORCE CONVERGENCE VALUE = 0.1972E+06 CRITERION= 0.2222E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1893E+06 CRITERION= 0.1006E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5620E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5620E-03 FORCE CONVERGENCE VALUE = 0.1076E+06 CRITERION= 0.2265E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7065E+05 CRITERION= 0.1038E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1990E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1990E-03 FORCE CONVERGENCE VALUE = 0.3603E+05 CRITERION= 0.2310E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4244E+05 CRITERION= 0.1054E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8962E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8962E-04 FORCE CONVERGENCE VALUE = 0.2451E+05 CRITERION= 0.2356E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1395E+05 CRITERION= 0.1078E+05 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3572E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3572E-04 FORCE CONVERGENCE VALUE = 7639. CRITERION= 0.2404E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 7076. CRITERION= 0.1098E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8 *** LOAD STEP 1 SUBSTEP 13 COMPLETED. CUM ITER = 54 *** TIME = 0.650000E-01 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.1076E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 17.06 PERIOD= 0.5860E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1054E+08 CRITERION= 0.2079E+06 MOMENT CONVERGENCE VALUE = 0.1133E+07 CRITERION= 0.4760E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8619E-01 LINE SEARCH PARAMETER = 0.9712 SCALED MAX DOF INC = -0.8371E-01 FORCE CONVERGENCE VALUE = 0.1220E+09 CRITERION= 0.7824E+06 MOMENT CONVERGENCE VALUE = 0.7615E+07 CRITERION= 0.2857E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1110E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1110E-01 FORCE CONVERGENCE VALUE = 0.8586E+07 CRITERION= 0.2545E+06 MOMENT CONVERGENCE VALUE = 0.9653E+06 CRITERION= 0.1009E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7237E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7237E-02 FORCE CONVERGENCE VALUE = 0.3661E+07 CRITERION= 0.2551E+06 MOMENT CONVERGENCE VALUE = 0.4325E+06 CRITERION= 0.1056E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2173E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2173E-02 FORCE CONVERGENCE VALUE = 0.2882E+06 CRITERION= 0.2593E+06 MOMENT CONVERGENCE VALUE = 0.2537E+06 CRITERION= 0.1058E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8159E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8159E-03 FORCE CONVERGENCE VALUE = 0.2240E+06 CRITERION= 0.2643E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1123E+06 CRITERION= 0.1090E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3310E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3310E-03 FORCE CONVERGENCE VALUE = 0.1331E+06 CRITERION= 0.2695E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6154E+05 CRITERION= 0.1107E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1540E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1540E-03 FORCE CONVERGENCE VALUE = 0.3081E+05 CRITERION= 0.2750E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1420E+05 CRITERION= 0.1132E+05 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7356E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7356E-04 FORCE CONVERGENCE VALUE = 0.1034E+05 CRITERION= 0.2806E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 4694. CRITERION= 0.1154E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8 *** LOAD STEP 1 SUBSTEP 14 COMPLETED. CUM ITER = 62 *** TIME = 0.700000E-01 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.1325E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 21.44 PERIOD= 0.4664E-01 PTS/CYC = 9.3 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1267E+08 CRITERION= 0.2422E+06 MOMENT CONVERGENCE VALUE = 0.1828E+07 CRITERION= 0.3642E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7474E-01 LINE SEARCH PARAMETER = 0.9443 SCALED MAX DOF INC = -0.7058E-01 FORCE CONVERGENCE VALUE = 0.1545E+09 CRITERION= 0.1134E+07 MOMENT CONVERGENCE VALUE = 0.1018E+08 CRITERION= 0.4765E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1262E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1262E-01 FORCE CONVERGENCE VALUE = 0.1045E+08 CRITERION= 0.2856E+06 MOMENT CONVERGENCE VALUE = 0.1192E+07 CRITERION= 0.1424E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9044E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9044E-02 FORCE CONVERGENCE VALUE = 0.6209E+07 CRITERION= 0.2816E+06 MOMENT CONVERGENCE VALUE = 0.6216E+06 CRITERION= 0.1129E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3271E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3271E-02 FORCE CONVERGENCE VALUE = 0.4745E+06 CRITERION= 0.2861E+06 MOMENT CONVERGENCE VALUE = 0.3077E+06 CRITERION= 0.1144E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1229E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1229E-02 FORCE CONVERGENCE VALUE = 0.4423E+06 CRITERION= 0.2915E+06 MOMENT CONVERGENCE VALUE = 0.1650E+06 CRITERION= 0.1172E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4897E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4897E-03 FORCE CONVERGENCE VALUE = 0.1554E+06 CRITERION= 0.2973E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6466E+05 CRITERION= 0.1193E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2410E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2410E-03 FORCE CONVERGENCE VALUE = 0.4357E+05 CRITERION= 0.3033E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1420E+05 CRITERION= 0.1219E+05 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8570E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8570E-04 FORCE CONVERGENCE VALUE = 0.1126E+05 CRITERION= 0.3094E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 4885. CRITERION= 0.1243E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8 *** LOAD STEP 1 SUBSTEP 15 COMPLETED. CUM ITER = 70 *** TIME = 0.750000E-01 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.1602E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 26.79 PERIOD= 0.3732E-01 PTS/CYC = 7.5 *** AUTO TIME STEP: NEXT TIME INC = 0.40000E-02 DECREASED (FACTOR = 0.8000) FORCE CONVERGENCE VALUE = 0.1795E+08 CRITERION= 0.2657E+06 MOMENT CONVERGENCE VALUE = 0.2719E+07 CRITERION= 0.3424E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6187E-01 LINE SEARCH PARAMETER = 0.9651 SCALED MAX DOF INC = -0.5971E-01 FORCE CONVERGENCE VALUE = 0.1339E+09 CRITERION= 0.1163E+07 MOMENT CONVERGENCE VALUE = 0.9079E+07 CRITERION= 0.5105E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9472E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9472E-02 FORCE CONVERGENCE VALUE = 0.8059E+07 CRITERION= 0.2938E+06 MOMENT CONVERGENCE VALUE = 0.1149E+07 CRITERION= 0.1401E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4275E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4275E-02 FORCE CONVERGENCE VALUE = 0.2059E+07 CRITERION= 0.2927E+06 MOMENT CONVERGENCE VALUE = 0.4511E+06 CRITERION= 0.1218E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2587E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2587E-02 FORCE CONVERGENCE VALUE = 0.3904E+06 CRITERION= 0.2977E+06 MOMENT CONVERGENCE VALUE = 0.3088E+06 CRITERION= 0.1256E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1003E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1003E-02 FORCE CONVERGENCE VALUE = 0.3740E+06 CRITERION= 0.3034E+06 MOMENT CONVERGENCE VALUE = 0.1287E+06 CRITERION= 0.1275E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3850E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3850E-03 FORCE CONVERGENCE VALUE = 0.1225E+06 CRITERION= 0.3094E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5639E+05 CRITERION= 0.1304E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1844E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1844E-03 FORCE CONVERGENCE VALUE = 0.6506E+05 CRITERION= 0.3157E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1459E+05 CRITERION= 0.1329E+05 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6564E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6564E-04 FORCE CONVERGENCE VALUE = 0.1478E+05 CRITERION= 0.3221E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 6394. CRITERION= 0.1357E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8 *** LOAD STEP 1 SUBSTEP 16 COMPLETED. CUM ITER = 78 *** TIME = 0.790000E-01 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1360E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 24.88 PERIOD= 0.4019E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1790E+08 CRITERION= 0.2750E+06 MOMENT CONVERGENCE VALUE = 0.2462E+07 CRITERION= 0.1943E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6512E-01 LINE SEARCH PARAMETER = 0.9725 SCALED MAX DOF INC = -0.6332E-01 FORCE CONVERGENCE VALUE = 0.1323E+09 CRITERION= 0.1424E+07 MOMENT CONVERGENCE VALUE = 0.8364E+07 CRITERION= 0.6370E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8352E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8352E-02 FORCE CONVERGENCE VALUE = 0.6877E+07 CRITERION= 0.3012E+06 MOMENT CONVERGENCE VALUE = 0.1043E+07 CRITERION= 0.1504E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4249E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4249E-02 FORCE CONVERGENCE VALUE = 0.1524E+07 CRITERION= 0.3004E+06 MOMENT CONVERGENCE VALUE = 0.4312E+06 CRITERION= 0.1323E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2475E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2475E-02 FORCE CONVERGENCE VALUE = 0.3663E+06 CRITERION= 0.3055E+06 MOMENT CONVERGENCE VALUE = 0.3042E+06 CRITERION= 0.1377E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1023E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1023E-02 FORCE CONVERGENCE VALUE = 0.3361E+06 CRITERION= 0.3113E+06 MOMENT CONVERGENCE VALUE = 0.1528E+06 CRITERION= 0.1393E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4608E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4608E-03 FORCE CONVERGENCE VALUE = 0.1220E+06 CRITERION= 0.3175E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8909E+05 CRITERION= 0.1427E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2126E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2126E-03 FORCE CONVERGENCE VALUE = 0.8370E+05 CRITERION= 0.3239E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3900E+05 CRITERION= 0.1453E+05 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9784E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9784E-04 FORCE CONVERGENCE VALUE = 0.3154E+05 CRITERION= 0.3304E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1848E+05 CRITERION= 0.1484E+05 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4643E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4643E-04 FORCE CONVERGENCE VALUE = 0.1754E+05 CRITERION= 0.3372E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 7501. CRITERION= 0.1514E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 9 *** LOAD STEP 1 SUBSTEP 17 COMPLETED. CUM ITER = 87 *** TIME = 0.830000E-01 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1243E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 22.70 PERIOD= 0.4406E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1722E+08 CRITERION= 0.2819E+06 MOMENT CONVERGENCE VALUE = 0.2050E+07 CRITERION= 7023. EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6031E-01 LINE SEARCH PARAMETER = 0.9870 SCALED MAX DOF INC = -0.5953E-01 FORCE CONVERGENCE VALUE = 0.1217E+09 CRITERION= 0.1570E+07 MOMENT CONVERGENCE VALUE = 0.6813E+07 CRITERION= 0.6954E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6222E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6222E-02 FORCE CONVERGENCE VALUE = 0.5419E+07 CRITERION= 0.3088E+06 MOMENT CONVERGENCE VALUE = 0.9821E+06 CRITERION= 0.1547E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3373E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3373E-02 FORCE CONVERGENCE VALUE = 0.9218E+06 CRITERION= 0.3094E+06 MOMENT CONVERGENCE VALUE = 0.4010E+06 CRITERION= 0.1451E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1832E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1832E-02 FORCE CONVERGENCE VALUE = 0.3050E+06 CRITERION= 0.3146E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2996E+06 CRITERION= 0.1495E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8556E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8556E-03 FORCE CONVERGENCE VALUE = 0.3695E+06 CRITERION= 0.3207E+06 MOMENT CONVERGENCE VALUE = 0.1600E+06 CRITERION= 0.1519E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4117E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4117E-03 FORCE CONVERGENCE VALUE = 0.9856E+05 CRITERION= 0.3270E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1105E+06 CRITERION= 0.1553E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2389E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2389E-03 FORCE CONVERGENCE VALUE = 0.1228E+06 CRITERION= 0.3336E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5176E+05 CRITERION= 0.1584E+05 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1269E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1269E-03 FORCE CONVERGENCE VALUE = 0.4426E+05 CRITERION= 0.3403E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3059E+05 CRITERION= 0.1616E+05 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6885E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6885E-04 FORCE CONVERGENCE VALUE = 0.3588E+05 CRITERION= 0.3473E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1557E+05 CRITERION= 0.1649E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 9 *** LOAD STEP 1 SUBSTEP 18 COMPLETED. CUM ITER = 96 *** TIME = 0.870000E-01 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.9793E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 19.15 PERIOD= 0.5223E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1634E+08 CRITERION= 0.2905E+06 MOMENT CONVERGENCE VALUE = 0.1712E+07 CRITERION= 0.1865E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5230E-01 LINE SEARCH PARAMETER = 0.9943 SCALED MAX DOF INC = -0.5200E-01 FORCE CONVERGENCE VALUE = 0.1100E+09 CRITERION= 0.1590E+07 MOMENT CONVERGENCE VALUE = 0.5524E+07 CRITERION= 0.6832E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4731E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4731E-02 FORCE CONVERGENCE VALUE = 0.4751E+07 CRITERION= 0.3223E+06 MOMENT CONVERGENCE VALUE = 0.9549E+06 CRITERION= 0.1708E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2925E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2925E-02 FORCE CONVERGENCE VALUE = 0.7427E+06 CRITERION= 0.3226E+06 MOMENT CONVERGENCE VALUE = 0.3863E+06 CRITERION= 0.1627E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1206E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1206E-02 FORCE CONVERGENCE VALUE = 0.2938E+06 CRITERION= 0.3280E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2929E+06 CRITERION= 0.1655E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6054E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6054E-03 FORCE CONVERGENCE VALUE = 0.3577E+06 CRITERION= 0.3343E+06 MOMENT CONVERGENCE VALUE = 0.1494E+06 CRITERION= 0.1691E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3285E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3285E-03 FORCE CONVERGENCE VALUE = 0.9045E+05 CRITERION= 0.3409E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1036E+06 CRITERION= 0.1724E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2057E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2057E-03 FORCE CONVERGENCE VALUE = 0.1280E+06 CRITERION= 0.3478E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5316E+05 CRITERION= 0.1760E+05 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1211E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1211E-03 FORCE CONVERGENCE VALUE = 0.5352E+05 CRITERION= 0.3548E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3242E+05 CRITERION= 0.1796E+05 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7545E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7545E-04 FORCE CONVERGENCE VALUE = 0.3427E+05 CRITERION= 0.3620E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1919E+05 CRITERION= 0.1832E+05 EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4597E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4597E-04 FORCE CONVERGENCE VALUE = 0.2113E+05 CRITERION= 0.3694E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1218E+05 CRITERION= 0.1870E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 10 *** LOAD STEP 1 SUBSTEP 19 COMPLETED. CUM ITER = 106 *** TIME = 0.910000E-01 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.8923E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 17.48 PERIOD= 0.5720E-01 PTS/CYC = 14. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1563E+08 CRITERION= 0.3031E+06 MOMENT CONVERGENCE VALUE = 0.1569E+07 CRITERION= 0.2537E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5187E-01 LINE SEARCH PARAMETER = 0.9979 SCALED MAX DOF INC = 0.5176E-01 FORCE CONVERGENCE VALUE = 0.1027E+09 CRITERION= 0.1560E+07 MOMENT CONVERGENCE VALUE = 0.5047E+07 CRITERION= 0.6360E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5126E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5126E-02 FORCE CONVERGENCE VALUE = 0.4984E+07 CRITERION= 0.3393E+06 MOMENT CONVERGENCE VALUE = 0.1009E+07 CRITERION= 0.1962E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3451E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3451E-02 FORCE CONVERGENCE VALUE = 0.8341E+06 CRITERION= 0.3386E+06 MOMENT CONVERGENCE VALUE = 0.3884E+06 CRITERION= 0.1829E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1306E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1306E-02 FORCE CONVERGENCE VALUE = 0.4127E+06 CRITERION= 0.3439E+06 MOMENT CONVERGENCE VALUE = 0.3055E+06 CRITERION= 0.1853E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6005E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6005E-03 FORCE CONVERGENCE VALUE = 0.4428E+06 CRITERION= 0.3505E+06 MOMENT CONVERGENCE VALUE = 0.1394E+06 CRITERION= 0.1895E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2577E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2577E-03 FORCE CONVERGENCE VALUE = 0.3169E+06 CRITERION= 0.3573E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9318E+05 CRITERION= 0.1932E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1469E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1469E-03 FORCE CONVERGENCE VALUE = 0.6402E+05 CRITERION= 0.3645E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4116E+05 CRITERION= 0.1972E+05 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9009E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9009E-04 FORCE CONVERGENCE VALUE = 0.3549E+05 CRITERION= 0.3719E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2616E+05 CRITERION= 0.2012E+05 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5861E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5861E-04 FORCE CONVERGENCE VALUE = 0.2544E+05 CRITERION= 0.3795E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1571E+05 CRITERION= 0.2053E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 9 *** LOAD STEP 1 SUBSTEP 20 COMPLETED. CUM ITER = 115 *** TIME = 0.950000E-01 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.9794E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 16.57 PERIOD= 0.6033E-01 PTS/CYC = 15. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1578E+08 CRITERION= 0.3178E+06 MOMENT CONVERGENCE VALUE = 0.1718E+07 CRITERION= 0.2121E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3563E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3563E-01 FORCE CONVERGENCE VALUE = 0.1029E+09 CRITERION= 0.1583E+07 MOMENT CONVERGENCE VALUE = 0.5129E+07 CRITERION= 0.6182E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5553E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5553E-02 FORCE CONVERGENCE VALUE = 0.5245E+07 CRITERION= 0.3510E+06 MOMENT CONVERGENCE VALUE = 0.1027E+07 CRITERION= 0.2188E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3966E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3966E-02 FORCE CONVERGENCE VALUE = 0.8876E+06 CRITERION= 0.3493E+06 MOMENT CONVERGENCE VALUE = 0.3887E+06 CRITERION= 0.1937E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1512E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1512E-02 FORCE CONVERGENCE VALUE = 0.4221E+06 CRITERION= 0.3543E+06 MOMENT CONVERGENCE VALUE = 0.2961E+06 CRITERION= 0.1967E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6451E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6451E-03 FORCE CONVERGENCE VALUE = 0.4769E+06 CRITERION= 0.3610E+06 MOMENT CONVERGENCE VALUE = 0.1329E+06 CRITERION= 0.2009E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2684E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2684E-03 FORCE CONVERGENCE VALUE = 0.1212E+06 CRITERION= 0.3680E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7298E+05 CRITERION= 0.2049E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1312E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1312E-03 FORCE CONVERGENCE VALUE = 0.5924E+05 CRITERION= 0.3754E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3402E+05 CRITERION= 0.2091E+05 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5444E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5444E-04 FORCE CONVERGENCE VALUE = 0.2665E+05 CRITERION= 0.3831E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1951E+05 CRITERION= 0.2134E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8 *** LOAD STEP 1 SUBSTEP 21 COMPLETED. CUM ITER = 123 *** TIME = 0.990000E-01 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1055E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 15.62 PERIOD= 0.6403E-01 PTS/CYC = 16. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1623E+08 CRITERION= 0.3266E+06 MOMENT CONVERGENCE VALUE = 0.1809E+07 CRITERION= 0.1403E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2900E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2900E-01 FORCE CONVERGENCE VALUE = 0.1095E+09 CRITERION= 0.1679E+07 MOMENT CONVERGENCE VALUE = 0.5418E+07 CRITERION= 0.6616E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5968E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5968E-02 FORCE CONVERGENCE VALUE = 0.5635E+07 CRITERION= 0.3553E+06 MOMENT CONVERGENCE VALUE = 0.1076E+07 CRITERION= 0.2397E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4417E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4417E-02 FORCE CONVERGENCE VALUE = 0.1008E+07 CRITERION= 0.3522E+06 MOMENT CONVERGENCE VALUE = 0.3651E+06 CRITERION= 0.1927E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1715E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1715E-02 FORCE CONVERGENCE VALUE = 0.4719E+06 CRITERION= 0.3570E+06 MOMENT CONVERGENCE VALUE = 0.2908E+06 CRITERION= 0.1973E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7309E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7309E-03 FORCE CONVERGENCE VALUE = 0.4546E+06 CRITERION= 0.3636E+06 MOMENT CONVERGENCE VALUE = 0.1131E+06 CRITERION= 0.2009E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3084E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3084E-03 FORCE CONVERGENCE VALUE = 0.1380E+06 CRITERION= 0.3707E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5513E+05 CRITERION= 0.2051E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1520E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1520E-03 FORCE CONVERGENCE VALUE = 0.4408E+05 CRITERION= 0.3782E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1782E+05 CRITERION= 0.2092E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 1 SUBSTEP 22 COMPLETED. CUM ITER = 130 *** TIME = 0.103000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1132E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 16.10 PERIOD= 0.6211E-01 PTS/CYC = 16. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1726E+08 CRITERION= 0.3282E+06 MOMENT CONVERGENCE VALUE = 0.1991E+07 CRITERION= 0.1556E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4937E-01 LINE SEARCH PARAMETER = 0.9981 SCALED MAX DOF INC = -0.4928E-01 FORCE CONVERGENCE VALUE = 0.1141E+09 CRITERION= 0.1745E+07 MOMENT CONVERGENCE VALUE = 0.5557E+07 CRITERION= 0.7089E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6313E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6313E-02 FORCE CONVERGENCE VALUE = 0.5896E+07 CRITERION= 0.3559E+06 MOMENT CONVERGENCE VALUE = 0.1136E+07 CRITERION= 0.2578E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4721E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4721E-02 FORCE CONVERGENCE VALUE = 0.1121E+07 CRITERION= 0.3512E+06 MOMENT CONVERGENCE VALUE = 0.3815E+06 CRITERION= 0.1954E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1904E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1904E-02 FORCE CONVERGENCE VALUE = 0.4949E+06 CRITERION= 0.3559E+06 MOMENT CONVERGENCE VALUE = 0.2978E+06 CRITERION= 0.2005E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8115E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8115E-03 FORCE CONVERGENCE VALUE = 0.4925E+06 CRITERION= 0.3625E+06 MOMENT CONVERGENCE VALUE = 0.1164E+06 CRITERION= 0.2040E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3451E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3451E-03 FORCE CONVERGENCE VALUE = 0.1708E+06 CRITERION= 0.3695E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5612E+05 CRITERION= 0.2083E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1757E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1757E-03 FORCE CONVERGENCE VALUE = 0.3995E+05 CRITERION= 0.3769E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1492E+05 CRITERION= 0.2125E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 1 SUBSTEP 23 COMPLETED. CUM ITER = 137 *** TIME = 0.107000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1182E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 17.36 PERIOD= 0.5760E-01 PTS/CYC = 14. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1838E+08 CRITERION= 0.3269E+06 MOMENT CONVERGENCE VALUE = 0.2283E+07 CRITERION= 0.2570E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5281E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5281E-01 FORCE CONVERGENCE VALUE = 0.1082E+09 CRITERION= 0.1658E+07 MOMENT CONVERGENCE VALUE = 0.5246E+07 CRITERION= 0.6844E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6103E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6103E-02 FORCE CONVERGENCE VALUE = 0.5487E+07 CRITERION= 0.3579E+06 MOMENT CONVERGENCE VALUE = 0.1097E+07 CRITERION= 0.2563E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4609E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4609E-02 FORCE CONVERGENCE VALUE = 0.1137E+07 CRITERION= 0.3541E+06 MOMENT CONVERGENCE VALUE = 0.3808E+06 CRITERION= 0.2096E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1926E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1926E-02 FORCE CONVERGENCE VALUE = 0.4885E+06 CRITERION= 0.3589E+06 MOMENT CONVERGENCE VALUE = 0.2872E+06 CRITERION= 0.2138E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8539E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8539E-03 FORCE CONVERGENCE VALUE = 0.4712E+06 CRITERION= 0.3655E+06 MOMENT CONVERGENCE VALUE = 0.1123E+06 CRITERION= 0.2180E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3717E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3717E-03 FORCE CONVERGENCE VALUE = 0.1466E+06 CRITERION= 0.3726E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5458E+05 CRITERION= 0.2224E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1892E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1892E-03 FORCE CONVERGENCE VALUE = 0.4071E+05 CRITERION= 0.3801E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1589E+05 CRITERION= 0.2270E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 1 SUBSTEP 24 COMPLETED. CUM ITER = 144 *** TIME = 0.111000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1141E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 17.45 PERIOD= 0.5730E-01 PTS/CYC = 14. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1851E+08 CRITERION= 0.3302E+06 MOMENT CONVERGENCE VALUE = 0.2386E+07 CRITERION= 0.3771E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5913E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5913E-01 FORCE CONVERGENCE VALUE = 0.9104E+08 CRITERION= 0.1420E+07 MOMENT CONVERGENCE VALUE = 0.4443E+07 CRITERION= 0.5834E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5216E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5216E-02 FORCE CONVERGENCE VALUE = 0.4628E+07 CRITERION= 0.3704E+06 MOMENT CONVERGENCE VALUE = 0.9890E+06 CRITERION= 0.2445E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4020E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4020E-02 FORCE CONVERGENCE VALUE = 0.1079E+07 CRITERION= 0.3692E+06 MOMENT CONVERGENCE VALUE = 0.3552E+06 CRITERION= 0.2215E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1739E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1739E-02 FORCE CONVERGENCE VALUE = 0.4345E+06 CRITERION= 0.3748E+06 MOMENT CONVERGENCE VALUE = 0.2654E+06 CRITERION= 0.2257E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8308E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8308E-03 FORCE CONVERGENCE VALUE = 0.3917E+06 CRITERION= 0.3818E+06 MOMENT CONVERGENCE VALUE = 0.9968E+05 CRITERION= 0.2303E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3917E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3917E-03 FORCE CONVERGENCE VALUE = 0.7282E+05 CRITERION= 0.3892E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4907E+05 CRITERION= 0.2349E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1837E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1837E-03 FORCE CONVERGENCE VALUE = 0.4857E+05 CRITERION= 0.3970E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1771E+05 CRITERION= 0.2398E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 1 SUBSTEP 25 COMPLETED. CUM ITER = 151 *** TIME = 0.115000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1018E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 16.82 PERIOD= 0.5944E-01 PTS/CYC = 15. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1740E+08 CRITERION= 0.3461E+06 MOMENT CONVERGENCE VALUE = 0.2272E+07 CRITERION= 0.4819E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5820E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5820E-01 FORCE CONVERGENCE VALUE = 0.7162E+08 CRITERION= 0.1172E+07 MOMENT CONVERGENCE VALUE = 0.3500E+07 CRITERION= 0.4720E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4327E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4327E-02 FORCE CONVERGENCE VALUE = 0.4306E+07 CRITERION= 0.3947E+06 MOMENT CONVERGENCE VALUE = 0.9219E+06 CRITERION= 0.2382E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3444E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3444E-02 FORCE CONVERGENCE VALUE = 0.1035E+07 CRITERION= 0.3960E+06 MOMENT CONVERGENCE VALUE = 0.3379E+06 CRITERION= 0.2264E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1548E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1548E-02 FORCE CONVERGENCE VALUE = 0.4153E+06 CRITERION= 0.4024E+06 MOMENT CONVERGENCE VALUE = 0.2371E+06 CRITERION= 0.2323E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8003E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8003E-03 FORCE CONVERGENCE VALUE = 0.2934E+06 CRITERION= 0.4100E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8721E+05 CRITERION= 0.2363E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3977E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3977E-03 FORCE CONVERGENCE VALUE = 0.7279E+05 CRITERION= 0.4180E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4317E+05 CRITERION= 0.2414E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1847E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1847E-03 FORCE CONVERGENCE VALUE = 0.5229E+05 CRITERION= 0.4264E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1654E+05 CRITERION= 0.2462E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 1 SUBSTEP 26 COMPLETED. CUM ITER = 158 *** TIME = 0.119000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.8982E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 15.78 PERIOD= 0.6335E-01 PTS/CYC = 16. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1628E+08 CRITERION= 0.3727E+06 MOMENT CONVERGENCE VALUE = 0.2204E+07 CRITERION= 0.5344E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6083E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6083E-01 FORCE CONVERGENCE VALUE = 0.5941E+08 CRITERION= 0.1028E+07 MOMENT CONVERGENCE VALUE = 0.2935E+07 CRITERION= 0.4053E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4100E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4100E-02 FORCE CONVERGENCE VALUE = 0.4088E+07 CRITERION= 0.4252E+06 MOMENT CONVERGENCE VALUE = 0.8900E+06 CRITERION= 0.2445E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3262E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3262E-02 FORCE CONVERGENCE VALUE = 0.1066E+07 CRITERION= 0.4272E+06 MOMENT CONVERGENCE VALUE = 0.3459E+06 CRITERION= 0.2335E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1525E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1525E-02 FORCE CONVERGENCE VALUE = 0.3936E+06 CRITERION= 0.4343E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2129E+06 CRITERION= 0.2414E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8117E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8117E-03 FORCE CONVERGENCE VALUE = 0.2612E+06 CRITERION= 0.4425E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8042E+05 CRITERION= 0.2446E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4027E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4027E-03 FORCE CONVERGENCE VALUE = 0.8075E+05 CRITERION= 0.4512E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3864E+05 CRITERION= 0.2504E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1924E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1924E-03 FORCE CONVERGENCE VALUE = 0.3820E+05 CRITERION= 0.4602E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1516E+05 CRITERION= 0.2551E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 1 SUBSTEP 27 COMPLETED. CUM ITER = 165 *** TIME = 0.123000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.8535E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 15.04 PERIOD= 0.6648E-01 PTS/CYC = 17. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1648E+08 CRITERION= 0.4024E+06 MOMENT CONVERGENCE VALUE = 0.2439E+07 CRITERION= 0.4990E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5501E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5501E-01 FORCE CONVERGENCE VALUE = 0.5698E+08 CRITERION= 0.1014E+07 MOMENT CONVERGENCE VALUE = 0.2789E+07 CRITERION= 0.4018E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4626E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4626E-02 FORCE CONVERGENCE VALUE = 0.4279E+07 CRITERION= 0.4551E+06 MOMENT CONVERGENCE VALUE = 0.9412E+06 CRITERION= 0.2577E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3424E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3424E-02 FORCE CONVERGENCE VALUE = 0.1253E+07 CRITERION= 0.4560E+06 MOMENT CONVERGENCE VALUE = 0.3765E+06 CRITERION= 0.2420E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1614E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1614E-02 FORCE CONVERGENCE VALUE = 0.4912E+06 CRITERION= 0.4636E+06 MOMENT CONVERGENCE VALUE = 0.2087E+06 CRITERION= 0.2515E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8325E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8325E-03 FORCE CONVERGENCE VALUE = 0.2773E+06 CRITERION= 0.4723E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7562E+05 CRITERION= 0.2541E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3554E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3554E-03 FORCE CONVERGENCE VALUE = 0.6909E+05 CRITERION= 0.4817E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3037E+05 CRITERION= 0.2605E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1755E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1755E-03 FORCE CONVERGENCE VALUE = 0.3155E+05 CRITERION= 0.4914E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1094E+05 CRITERION= 0.2652E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 1 SUBSTEP 28 COMPLETED. CUM ITER = 172 *** TIME = 0.127000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.8798E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 16.59 PERIOD= 0.6029E-01 PTS/CYC = 15. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1794E+08 CRITERION= 0.4293E+06 MOMENT CONVERGENCE VALUE = 0.2932E+07 CRITERION= 0.3641E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5562E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5562E-01 FORCE CONVERGENCE VALUE = 0.5763E+08 CRITERION= 0.1035E+07 MOMENT CONVERGENCE VALUE = 0.2780E+07 CRITERION= 0.4118E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4998E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4998E-02 FORCE CONVERGENCE VALUE = 0.4298E+07 CRITERION= 0.4792E+06 MOMENT CONVERGENCE VALUE = 0.1001E+07 CRITERION= 0.2689E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3475E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3475E-02 FORCE CONVERGENCE VALUE = 0.1529E+07 CRITERION= 0.4791E+06 MOMENT CONVERGENCE VALUE = 0.4012E+06 CRITERION= 0.2481E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1648E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1648E-02 FORCE CONVERGENCE VALUE = 0.4710E+06 CRITERION= 0.4870E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1973E+06 CRITERION= 0.2579E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7657E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7657E-03 FORCE CONVERGENCE VALUE = 0.2298E+06 CRITERION= 0.4962E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6863E+05 CRITERION= 0.2606E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3663E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3663E-03 FORCE CONVERGENCE VALUE = 0.6910E+05 CRITERION= 0.5060E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2565E+05 CRITERION= 0.2672E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 1 SUBSTEP 29 COMPLETED. CUM ITER = 178 *** TIME = 0.131000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.8889E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 17.43 PERIOD= 0.5738E-01 PTS/CYC = 14. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1904E+08 CRITERION= 0.4505E+06 MOMENT CONVERGENCE VALUE = 0.3298E+07 CRITERION= 0.1881E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4593E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4593E-01 FORCE CONVERGENCE VALUE = 0.4005E+08 CRITERION= 0.7200E+06 MOMENT CONVERGENCE VALUE = 0.2604E+07 CRITERION= 0.1367E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4337E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4337E-02 FORCE CONVERGENCE VALUE = 0.4150E+07 CRITERION= 0.4922E+06 MOMENT CONVERGENCE VALUE = 0.9918E+06 CRITERION= 0.2660E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3019E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3019E-02 FORCE CONVERGENCE VALUE = 0.1450E+07 CRITERION= 0.4938E+06 MOMENT CONVERGENCE VALUE = 0.4146E+06 CRITERION= 0.2565E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1515E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1515E-02 FORCE CONVERGENCE VALUE = 0.6174E+06 CRITERION= 0.5021E+06 MOMENT CONVERGENCE VALUE = 0.1987E+06 CRITERION= 0.2649E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6688E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6688E-03 FORCE CONVERGENCE VALUE = 0.2227E+06 CRITERION= 0.5116E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7646E+05 CRITERION= 0.2685E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2819E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2819E-03 FORCE CONVERGENCE VALUE = 0.8696E+05 CRITERION= 0.5218E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3294E+05 CRITERION= 0.2749E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1444E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1444E-03 FORCE CONVERGENCE VALUE = 0.3995E+05 CRITERION= 0.5323E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1495E+05 CRITERION= 0.2800E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 1 SUBSTEP 30 COMPLETED. CUM ITER = 185 *** TIME = 0.135000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.7998E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 18.99 PERIOD= 0.5267E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1816E+08 CRITERION= 0.4636E+06 MOMENT CONVERGENCE VALUE = 0.3210E+07 CRITERION= 0.2440E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3492E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3492E-01 FORCE CONVERGENCE VALUE = 0.3758E+08 CRITERION= 0.7744E+06 MOMENT CONVERGENCE VALUE = 0.2075E+07 CRITERION= 0.2529E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2996E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2996E-02 FORCE CONVERGENCE VALUE = 0.3548E+07 CRITERION= 0.4949E+06 MOMENT CONVERGENCE VALUE = 0.8850E+06 CRITERION= 0.2694E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2193E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2193E-02 FORCE CONVERGENCE VALUE = 0.1197E+07 CRITERION= 0.5000E+06 MOMENT CONVERGENCE VALUE = 0.3921E+06 CRITERION= 0.2694E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1113E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1113E-02 FORCE CONVERGENCE VALUE = 0.4367E+06 CRITERION= 0.5088E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1879E+06 CRITERION= 0.2748E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5247E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5247E-03 FORCE CONVERGENCE VALUE = 0.2077E+06 CRITERION= 0.5186E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7908E+05 CRITERION= 0.2805E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2341E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2341E-03 FORCE CONVERGENCE VALUE = 0.9436E+05 CRITERION= 0.5289E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3689E+05 CRITERION= 0.2862E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1025E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1025E-03 FORCE CONVERGENCE VALUE = 0.4499E+05 CRITERION= 0.5395E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1738E+05 CRITERION= 0.2920E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 1 SUBSTEP 31 COMPLETED. CUM ITER = 192 *** TIME = 0.139000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.5879E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 20.34 PERIOD= 0.4916E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1444E+08 CRITERION= 0.4688E+06 MOMENT CONVERGENCE VALUE = 0.2533E+07 CRITERION= 0.3801E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2118E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2118E-01 FORCE CONVERGENCE VALUE = 0.2118E+08 CRITERION= 0.6114E+06 MOMENT CONVERGENCE VALUE = 0.1329E+07 CRITERION= 0.1375E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5090E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5090E-02 FORCE CONVERGENCE VALUE = 0.2296E+07 CRITERION= 0.4950E+06 MOMENT CONVERGENCE VALUE = 0.6730E+06 CRITERION= 0.2681E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2735E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2735E-02 FORCE CONVERGENCE VALUE = 0.8544E+06 CRITERION= 0.5029E+06 MOMENT CONVERGENCE VALUE = 0.2972E+06 CRITERION= 0.2815E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1444E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1444E-02 FORCE CONVERGENCE VALUE = 0.3302E+06 CRITERION= 0.5123E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1445E+06 CRITERION= 0.2831E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7294E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7294E-03 FORCE CONVERGENCE VALUE = 0.1793E+06 CRITERION= 0.5224E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7131E+05 CRITERION= 0.2909E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3714E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3714E-03 FORCE CONVERGENCE VALUE = 0.8524E+05 CRITERION= 0.5328E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3544E+05 CRITERION= 0.2958E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1822E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1822E-03 FORCE CONVERGENCE VALUE = 0.4360E+05 CRITERION= 0.5436E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1722E+05 CRITERION= 0.3023E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 1 SUBSTEP 32 COMPLETED. CUM ITER = 199 *** TIME = 0.143000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3450E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 19.25 PERIOD= 0.5195E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.9703E+07 CRITERION= 0.4721E+06 MOMENT CONVERGENCE VALUE = 0.1633E+07 CRITERION= 0.4075E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2317E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2317E-01 FORCE CONVERGENCE VALUE = 0.9281E+07 CRITERION= 0.5347E+06 MOMENT CONVERGENCE VALUE = 0.5753E+06 CRITERION= 0.6670E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3838E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3838E-02 FORCE CONVERGENCE VALUE = 0.1205E+07 CRITERION= 0.4973E+06 MOMENT CONVERGENCE VALUE = 0.3223E+06 CRITERION= 0.2730E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2281E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2281E-02 FORCE CONVERGENCE VALUE = 0.5103E+06 CRITERION= 0.5066E+06 MOMENT CONVERGENCE VALUE = 0.1586E+06 CRITERION= 0.2865E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1215E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1215E-02 FORCE CONVERGENCE VALUE = 0.2222E+06 CRITERION= 0.5164E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7843E+05 CRITERION= 0.2885E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6235E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6235E-03 FORCE CONVERGENCE VALUE = 0.1208E+06 CRITERION= 0.5268E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4231E+05 CRITERION= 0.2963E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3177E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3177E-03 FORCE CONVERGENCE VALUE = 0.6514E+05 CRITERION= 0.5374E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2294E+05 CRITERION= 0.3014E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 1 SUBSTEP 33 COMPLETED. CUM ITER = 205 *** TIME = 0.147000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1708E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 17.66 PERIOD= 0.5664E-01 PTS/CYC = 14. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.6097E+07 CRITERION= 0.4765E+06 MOMENT CONVERGENCE VALUE = 0.7516E+06 CRITERION= 0.3531E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1869E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1869E-01 FORCE CONVERGENCE VALUE = 0.3722E+07 CRITERION= 0.5055E+06 MOMENT CONVERGENCE VALUE = 0.2084E+06 CRITERION= 0.3829E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1408E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1408E-02 FORCE CONVERGENCE VALUE = 0.3048E+06 CRITERION= 0.4999E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7041E+05 CRITERION= 0.2805E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2572E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2572E-03 FORCE CONVERGENCE VALUE = 0.1812E+06 CRITERION= 0.5100E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4098E+05 CRITERION= 0.2871E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1403E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1403E-03 FORCE CONVERGENCE VALUE = 0.9928E+05 CRITERION= 0.5204E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2427E+05 CRITERION= 0.2925E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 1 SUBSTEP 34 COMPLETED. CUM ITER = 209 *** TIME = 0.151000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3079E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 19.40 PERIOD= 0.5155E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.5477E+07 CRITERION= 0.4804E+06 MOMENT CONVERGENCE VALUE = 0.1307E+06 CRITERION= 0.3103E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1594E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1594E-01 FORCE CONVERGENCE VALUE = 0.4993E+07 CRITERION= 0.4919E+06 MOMENT CONVERGENCE VALUE = 0.3868E+06 CRITERION= 0.3127E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9128E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9128E-03 FORCE CONVERGENCE VALUE = 0.1532E+06 CRITERION= 0.4992E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2727E+05 CRITERION= 0.2867E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 35 COMPLETED. CUM ITER = 211 *** TIME = 0.155000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2453E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 19.74 PERIOD= 0.5065E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.6261E+07 CRITERION= 0.4793E+06 MOMENT CONVERGENCE VALUE = 0.6820E+05 CRITERION= 0.2992E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1512E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1512E-01 FORCE CONVERGENCE VALUE = 0.8338E+07 CRITERION= 0.4843E+06 MOMENT CONVERGENCE VALUE = 0.5867E+06 CRITERION= 0.2961E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1462E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1462E-02 FORCE CONVERGENCE VALUE = 0.2333E+06 CRITERION= 0.4933E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5543E+05 CRITERION= 0.2933E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2331E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2331E-03 FORCE CONVERGENCE VALUE = 0.6885E+05 CRITERION= 0.5033E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2632E+05 CRITERION= 0.2999E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 1 SUBSTEP 36 COMPLETED. CUM ITER = 214 *** TIME = 0.159000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.5157E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 22.13 PERIOD= 0.4519E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.5902E+07 CRITERION= 0.4730E+06 MOMENT CONVERGENCE VALUE = 0.7323E+05 CRITERION= 0.2756E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1330E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1330E-01 FORCE CONVERGENCE VALUE = 0.7644E+07 CRITERION= 0.4772E+06 MOMENT CONVERGENCE VALUE = 0.6294E+06 CRITERION= 0.3019E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1130E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1130E-02 FORCE CONVERGENCE VALUE = 0.4145E+06 CRITERION= 0.4848E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1355E+06 CRITERION= 0.3038E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3548E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3548E-03 FORCE CONVERGENCE VALUE = 0.1484E+06 CRITERION= 0.4946E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7764E+05 CRITERION= 0.3106E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1435E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1435E-03 FORCE CONVERGENCE VALUE = 0.9677E+05 CRITERION= 0.5047E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5217E+05 CRITERION= 0.3166E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6052E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6052E-04 FORCE CONVERGENCE VALUE = 0.6982E+05 CRITERION= 0.5150E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3494E+05 CRITERION= 0.3232E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3364E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3364E-04 FORCE CONVERGENCE VALUE = 0.4372E+05 CRITERION= 0.5255E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2385E+05 CRITERION= 0.3297E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 1 SUBSTEP 37 COMPLETED. CUM ITER = 220 *** TIME = 0.163000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1090E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 21.78 PERIOD= 0.4591E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4541E+07 CRITERION= 0.4647E+06 MOMENT CONVERGENCE VALUE = 0.1007E+06 CRITERION= 0.2359E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1732E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1732E-01 FORCE CONVERGENCE VALUE = 0.3030E+07 CRITERION= 0.4704E+06 MOMENT CONVERGENCE VALUE = 0.3188E+06 CRITERION= 0.3006E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1895E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1895E-02 FORCE CONVERGENCE VALUE = 0.4407E+06 CRITERION= 0.4797E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1820E+06 CRITERION= 0.3119E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7977E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7977E-03 FORCE CONVERGENCE VALUE = 0.1916E+06 CRITERION= 0.4893E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1116E+06 CRITERION= 0.3153E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4420E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4420E-03 FORCE CONVERGENCE VALUE = 0.9866E+05 CRITERION= 0.4993E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8303E+05 CRITERION= 0.3233E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2341E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2341E-03 FORCE CONVERGENCE VALUE = 0.8054E+05 CRITERION= 0.5095E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4625E+05 CRITERION= 0.3291E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1223E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1223E-03 FORCE CONVERGENCE VALUE = 0.4334E+05 CRITERION= 0.5199E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2324E+05 CRITERION= 0.3362E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 1 SUBSTEP 38 COMPLETED. CUM ITER = 226 *** TIME = 0.167000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1258E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 20.16 PERIOD= 0.4959E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4077E+07 CRITERION= 0.4602E+06 MOMENT CONVERGENCE VALUE = 0.1412E+06 CRITERION= 0.2169E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1781E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1781E-01 FORCE CONVERGENCE VALUE = 0.2687E+07 CRITERION= 0.4747E+06 MOMENT CONVERGENCE VALUE = 0.2699E+06 CRITERION= 0.2984E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2731E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2731E-02 FORCE CONVERGENCE VALUE = 0.4238E+06 CRITERION= 0.4820E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1385E+06 CRITERION= 0.3166E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1575E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1575E-02 FORCE CONVERGENCE VALUE = 0.1629E+06 CRITERION= 0.4916E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8972E+05 CRITERION= 0.3174E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8516E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8516E-03 FORCE CONVERGENCE VALUE = 0.7410E+05 CRITERION= 0.5017E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5339E+05 CRITERION= 0.3268E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4487E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4487E-03 FORCE CONVERGENCE VALUE = 0.5899E+05 CRITERION= 0.5119E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3217E+05 CRITERION= 0.3319E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 39 COMPLETED. CUM ITER = 231 *** TIME = 0.171000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1040E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 20.77 PERIOD= 0.4816E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4913E+07 CRITERION= 0.4631E+06 MOMENT CONVERGENCE VALUE = 0.1139E+06 CRITERION= 0.2096E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1945E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1945E-01 FORCE CONVERGENCE VALUE = 0.8601E+07 CRITERION= 0.4921E+06 MOMENT CONVERGENCE VALUE = 0.6008E+06 CRITERION= 0.3174E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1798E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1798E-02 FORCE CONVERGENCE VALUE = 0.5445E+06 CRITERION= 0.4935E+06 MOMENT CONVERGENCE VALUE = 0.1407E+06 CRITERION= 0.3212E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3867E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3867E-03 FORCE CONVERGENCE VALUE = 0.1701E+06 CRITERION= 0.5035E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7433E+05 CRITERION= 0.3263E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1976E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1976E-03 FORCE CONVERGENCE VALUE = 0.7086E+05 CRITERION= 0.5138E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4314E+05 CRITERION= 0.3337E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1046E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1046E-03 FORCE CONVERGENCE VALUE = 0.4222E+05 CRITERION= 0.5243E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2417E+05 CRITERION= 0.3401E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 40 COMPLETED. CUM ITER = 236 *** TIME = 0.175000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1199E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 20.53 PERIOD= 0.4871E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.6027E+07 CRITERION= 0.4751E+06 MOMENT CONVERGENCE VALUE = 0.1456E+06 CRITERION= 0.2125E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2423E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2423E-01 FORCE CONVERGENCE VALUE = 0.1699E+08 CRITERION= 0.5132E+06 MOMENT CONVERGENCE VALUE = 0.1198E+07 CRITERION= 0.3412E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3173E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3173E-02 FORCE CONVERGENCE VALUE = 0.6039E+06 CRITERION= 0.5143E+06 MOMENT CONVERGENCE VALUE = 0.1729E+06 CRITERION= 0.3302E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1829E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1829E-02 FORCE CONVERGENCE VALUE = 0.2166E+06 CRITERION= 0.5248E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9048E+05 CRITERION= 0.3438E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1014E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1014E-02 FORCE CONVERGENCE VALUE = 0.7994E+05 CRITERION= 0.5355E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5026E+05 CRITERION= 0.3471E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5543E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5543E-03 FORCE CONVERGENCE VALUE = 0.5049E+05 CRITERION= 0.5464E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2713E+05 CRITERION= 0.3562E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 1 SUBSTEP 41 COMPLETED. CUM ITER = 241 *** TIME = 0.179000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1295E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 22.00 PERIOD= 0.4545E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.6640E+07 CRITERION= 0.4962E+06 MOMENT CONVERGENCE VALUE = 0.2056E+06 CRITERION= 0.2309E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2795E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2795E-01 FORCE CONVERGENCE VALUE = 0.2079E+08 CRITERION= 0.5354E+06 MOMENT CONVERGENCE VALUE = 0.1654E+07 CRITERION= 0.3637E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1914E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1914E-02 FORCE CONVERGENCE VALUE = 0.1451E+07 CRITERION= 0.5392E+06 MOMENT CONVERGENCE VALUE = 0.4564E+06 CRITERION= 0.3485E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8982E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8982E-03 FORCE CONVERGENCE VALUE = 0.5628E+06 CRITERION= 0.5498E+06 MOMENT CONVERGENCE VALUE = 0.1957E+06 CRITERION= 0.3570E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5098E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5098E-03 FORCE CONVERGENCE VALUE = 0.2276E+06 CRITERION= 0.5609E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9076E+05 CRITERION= 0.3634E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2572E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2572E-03 FORCE CONVERGENCE VALUE = 0.1135E+06 CRITERION= 0.5723E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4447E+05 CRITERION= 0.3714E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1260E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1260E-03 FORCE CONVERGENCE VALUE = 0.5646E+05 CRITERION= 0.5839E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2205E+05 CRITERION= 0.3787E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 1 SUBSTEP 42 COMPLETED. CUM ITER = 247 *** TIME = 0.183000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3141E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 21.64 PERIOD= 0.4622E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.8092E+07 CRITERION= 0.5198E+06 MOMENT CONVERGENCE VALUE = 0.9731E+06 CRITERION= 0.2521E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3429E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3429E-01 FORCE CONVERGENCE VALUE = 0.2759E+08 CRITERION= 0.5575E+06 MOMENT CONVERGENCE VALUE = 0.2263E+07 CRITERION= 0.3980E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3659E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3659E-02 FORCE CONVERGENCE VALUE = 0.3331E+07 CRITERION= 0.5611E+06 MOMENT CONVERGENCE VALUE = 0.7376E+06 CRITERION= 0.3641E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2453E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2453E-02 FORCE CONVERGENCE VALUE = 0.9305E+06 CRITERION= 0.5715E+06 MOMENT CONVERGENCE VALUE = 0.3117E+06 CRITERION= 0.3620E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1375E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1375E-02 FORCE CONVERGENCE VALUE = 0.3331E+06 CRITERION= 0.5830E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1257E+06 CRITERION= 0.3744E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7762E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7762E-03 FORCE CONVERGENCE VALUE = 0.1559E+06 CRITERION= 0.5947E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5524E+05 CRITERION= 0.3793E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4185E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4185E-03 FORCE CONVERGENCE VALUE = 0.6981E+05 CRITERION= 0.6069E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2407E+05 CRITERION= 0.3886E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 1 SUBSTEP 43 COMPLETED. CUM ITER = 253 *** TIME = 0.187000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.6006E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 22.27 PERIOD= 0.4491E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1213E+08 CRITERION= 0.5397E+06 MOMENT CONVERGENCE VALUE = 0.2134E+07 CRITERION= 0.2484E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3046E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3046E-01 FORCE CONVERGENCE VALUE = 0.3243E+08 CRITERION= 0.5725E+06 MOMENT CONVERGENCE VALUE = 0.2640E+07 CRITERION= 0.4087E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3958E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3958E-02 FORCE CONVERGENCE VALUE = 0.4246E+07 CRITERION= 0.5764E+06 MOMENT CONVERGENCE VALUE = 0.8141E+06 CRITERION= 0.3608E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2438E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2438E-02 FORCE CONVERGENCE VALUE = 0.1182E+07 CRITERION= 0.5868E+06 MOMENT CONVERGENCE VALUE = 0.3687E+06 CRITERION= 0.3616E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1494E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1494E-02 FORCE CONVERGENCE VALUE = 0.4583E+06 CRITERION= 0.5986E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1807E+06 CRITERION= 0.3727E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7731E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7731E-03 FORCE CONVERGENCE VALUE = 0.1992E+06 CRITERION= 0.6106E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6785E+05 CRITERION= 0.3783E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3384E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3384E-03 FORCE CONVERGENCE VALUE = 0.8921E+05 CRITERION= 0.6231E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2909E+05 CRITERION= 0.3871E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 1 SUBSTEP 44 COMPLETED. CUM ITER = 259 *** TIME = 0.191000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.7484E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 23.64 PERIOD= 0.4230E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1425E+08 CRITERION= 0.5533E+06 MOMENT CONVERGENCE VALUE = 0.2619E+07 CRITERION= 0.2542E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2798E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2798E-01 FORCE CONVERGENCE VALUE = 0.3009E+08 CRITERION= 0.5819E+06 MOMENT CONVERGENCE VALUE = 0.2468E+07 CRITERION= 0.5295E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4314E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4314E-02 FORCE CONVERGENCE VALUE = 0.4685E+07 CRITERION= 0.5865E+06 MOMENT CONVERGENCE VALUE = 0.8354E+06 CRITERION= 0.3513E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2631E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2631E-02 FORCE CONVERGENCE VALUE = 0.1298E+07 CRITERION= 0.5970E+06 MOMENT CONVERGENCE VALUE = 0.3876E+06 CRITERION= 0.3583E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1591E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1591E-02 FORCE CONVERGENCE VALUE = 0.5385E+06 CRITERION= 0.6089E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1987E+06 CRITERION= 0.3656E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8642E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8642E-03 FORCE CONVERGENCE VALUE = 0.2184E+06 CRITERION= 0.6211E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7766E+05 CRITERION= 0.3731E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3854E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3854E-03 FORCE CONVERGENCE VALUE = 0.9714E+05 CRITERION= 0.6337E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3143E+05 CRITERION= 0.3807E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 1 SUBSTEP 45 COMPLETED. CUM ITER = 265 *** TIME = 0.195000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.8061E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 24.99 PERIOD= 0.4002E-01 PTS/CYC = 10. *** AUTO TIME STEP: NEXT TIME INC = 0.25000E-02 DECREASED (FACTOR = 0.6250) FORCE CONVERGENCE VALUE = 0.1666E+08 CRITERION= 0.5624E+06 MOMENT CONVERGENCE VALUE = 0.2729E+07 CRITERION= 0.2292E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2182E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2182E-01 FORCE CONVERGENCE VALUE = 0.1199E+08 CRITERION= 0.5843E+06 MOMENT CONVERGENCE VALUE = 0.1276E+07 CRITERION= 0.4459E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2002E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2002E-02 FORCE CONVERGENCE VALUE = 0.3251E+07 CRITERION= 0.5921E+06 MOMENT CONVERGENCE VALUE = 0.6648E+06 CRITERION= 0.3478E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1549E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1549E-02 FORCE CONVERGENCE VALUE = 0.9633E+06 CRITERION= 0.6034E+06 MOMENT CONVERGENCE VALUE = 0.2876E+06 CRITERION= 0.3549E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7602E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7602E-03 FORCE CONVERGENCE VALUE = 0.2769E+06 CRITERION= 0.6155E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1120E+06 CRITERION= 0.3620E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3493E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3493E-03 FORCE CONVERGENCE VALUE = 0.1296E+06 CRITERION= 0.6279E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4081E+05 CRITERION= 0.3695E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1279E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1279E-03 FORCE CONVERGENCE VALUE = 0.4977E+05 CRITERION= 0.6407E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1575E+05 CRITERION= 0.3770E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 1 SUBSTEP 46 COMPLETED. CUM ITER = 271 *** TIME = 0.197500 TIME INC = 0.250000E-02 *** MAX PLASTIC STRAIN STEP = 0.5093E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 24.62 PERIOD= 0.4062E-01 PTS/CYC = 16. *** AUTO STEP TIME: NEXT TIME INC = 0.25000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1382E+08 CRITERION= 0.5684E+06 MOMENT CONVERGENCE VALUE = 0.1956E+07 CRITERION= 0.2202E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2187E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2187E-01 FORCE CONVERGENCE VALUE = 0.8583E+07 CRITERION= 0.5906E+06 MOMENT CONVERGENCE VALUE = 0.1051E+07 CRITERION= 0.4101E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1768E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1768E-02 FORCE CONVERGENCE VALUE = 0.2806E+07 CRITERION= 0.5986E+06 MOMENT CONVERGENCE VALUE = 0.6481E+06 CRITERION= 0.3493E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1337E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1337E-02 FORCE CONVERGENCE VALUE = 0.8544E+06 CRITERION= 0.6101E+06 MOMENT CONVERGENCE VALUE = 0.2620E+06 CRITERION= 0.3543E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6761E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6761E-03 FORCE CONVERGENCE VALUE = 0.2889E+06 CRITERION= 0.6224E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9530E+05 CRITERION= 0.3620E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2918E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2918E-03 FORCE CONVERGENCE VALUE = 0.1232E+06 CRITERION= 0.6350E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3808E+05 CRITERION= 0.3693E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1161E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1161E-03 FORCE CONVERGENCE VALUE = 0.4974E+05 CRITERION= 0.6480E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1506E+05 CRITERION= 0.3769E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 1 SUBSTEP 47 COMPLETED. CUM ITER = 277 *** TIME = 0.200000 TIME INC = 0.250000E-02 *** MAX PLASTIC STRAIN STEP = 0.4415E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 24.21 PERIOD= 0.4131E-01 PTS/CYC = 17. *** ANSYS BINARY FILE STATISTICS BUFFER SIZE USED= 16384 5.312 MB WRITTEN ON ELEMENT SAVED DATA FILE: file.esav 0.625 MB WRITTEN ON ASSEMBLED MATRIX FILE: file.full 80.375 MB WRITTEN ON RESULTS FILE: file.rst **************************************************** *************** FINISHED SOLVE FOR LS 1 ************* **************************************************** ******************* SOLVE FOR LS 2 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 40 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DOFS FOR AUTOMATIC TIME STEPPING: USE 50 SUBSTEPS AS A MAXIMUM USE 30 SUBSTEPS AS A MINIMUM TIME= 0.40000 INCLUDE TRANSIENT EFFECTS FOR ALL DOFS THIS LOAD STEP ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE V ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE A ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC ***** ANSYS SOLVE COMMAND ***** *** NOTE *** CP = 80.453 TIME= 09:21:41 Nonlinear analysis, NROPT set to the FULL Newton-Raphson solution procedure for ALL degrees of freedom. 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 11.0 ***** ANSYS Academic Teaching Introductory 00224004 VERSION=INTEL NT 09:21:41 JUN 17, 2009 CP= 80.469 L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 2 TIME AT END OF THE LOAD STEP. . . . . . . . . . 0.40000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 40 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 50 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 30 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . YES STRESS-STIFFENING . . . . . . . . . . . . . . . ON TRANSIENT (INERTIA) EFFECTS STRUCTURAL DOFS. . . . . . . . . . . . . . . ON TRANSIENT INTEGRATION PARAMETERS GAMMA. . . . . . . . . . . . . . . . . . . . 0.10000 ALPHA. . . . . . . . . . . . . . . . . . . . 0.30250 DELTA. . . . . . . . . . . . . . . . . . . . 0.60000 USING HHT TIME INTEGRATION ALPHAF . . . . . . . . . . . . . . . . . . . 0.10000 ALPHAM . . . . . . . . . . . . . . . . . . . 0.0000 TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ COPY INTEGRATION POINT VALUES TO NODE . . . . . YES PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL V ALL A ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. FORCE CONVERGENCE VALUE = 0.1006E+08 CRITERION= 0.5749E+06 MOMENT CONVERGENCE VALUE = 0.1823E+07 CRITERION= 0.2492E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2823E-01 LINE SEARCH PARAMETER = 0.9992 SCALED MAX DOF INC = -0.2820E-01 FORCE CONVERGENCE VALUE = 0.8103E+07 CRITERION= 0.6073E+06 MOMENT CONVERGENCE VALUE = 0.7726E+06 CRITERION= 0.4282E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3360E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3360E-02 FORCE CONVERGENCE VALUE = 0.2537E+07 CRITERION= 0.6112E+06 MOMENT CONVERGENCE VALUE = 0.6536E+06 CRITERION= 0.3611E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2471E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2471E-02 FORCE CONVERGENCE VALUE = 0.1057E+07 CRITERION= 0.6228E+06 MOMENT CONVERGENCE VALUE = 0.3173E+06 CRITERION= 0.3594E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1353E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1353E-02 FORCE CONVERGENCE VALUE = 0.4646E+06 CRITERION= 0.6353E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1460E+06 CRITERION= 0.3702E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7510E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7510E-03 FORCE CONVERGENCE VALUE = 0.2474E+06 CRITERION= 0.6481E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7428E+05 CRITERION= 0.3760E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3856E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3856E-03 FORCE CONVERGENCE VALUE = 0.1298E+06 CRITERION= 0.6613E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3819E+05 CRITERION= 0.3845E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 2 SUBSTEP 1 COMPLETED. CUM ITER = 283 *** TIME = 0.205000 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.4044E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 20.01 PERIOD= 0.4998E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.9568E+07 CRITERION= 0.5857E+06 MOMENT CONVERGENCE VALUE = 0.1860E+07 CRITERION= 0.2830E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2351E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2351E-01 FORCE CONVERGENCE VALUE = 0.3563E+07 CRITERION= 0.6133E+06 MOMENT CONVERGENCE VALUE = 0.3778E+06 CRITERION= 0.4005E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2199E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2199E-02 FORCE CONVERGENCE VALUE = 0.6174E+06 CRITERION= 0.6149E+06 MOMENT CONVERGENCE VALUE = 0.1347E+06 CRITERION= 0.3631E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6054E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6054E-03 FORCE CONVERGENCE VALUE = 0.1895E+06 CRITERION= 0.6273E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4614E+05 CRITERION= 0.3693E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3659E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3659E-03 FORCE CONVERGENCE VALUE = 0.7480E+05 CRITERION= 0.6401E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2093E+05 CRITERION= 0.3777E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 2 SUBSTEP 2 COMPLETED. CUM ITER = 287 *** TIME = 0.210000 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.9581E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 20.26 PERIOD= 0.4936E-01 PTS/CYC = 9.9 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3684E+07 CRITERION= 0.5907E+06 MOMENT CONVERGENCE VALUE = 0.2412E+06 CRITERION= 0.3552E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3550E-01 LINE SEARCH PARAMETER = 0.9933 SCALED MAX DOF INC = -0.3527E-01 FORCE CONVERGENCE VALUE = 0.6027E+07 CRITERION= 0.6167E+06 MOMENT CONVERGENCE VALUE = 0.4024E+06 CRITERION= 0.6406E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2625E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2625E-02 FORCE CONVERGENCE VALUE = 0.1132E+07 CRITERION= 0.6116E+06 MOMENT CONVERGENCE VALUE = 0.2974E+06 CRITERION= 0.3636E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1213E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1213E-02 FORCE CONVERGENCE VALUE = 0.4115E+06 CRITERION= 0.6235E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1172E+06 CRITERION= 0.3747E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7431E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7431E-03 FORCE CONVERGENCE VALUE = 0.2662E+06 CRITERION= 0.6359E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6868E+05 CRITERION= 0.3804E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4365E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4365E-03 FORCE CONVERGENCE VALUE = 0.1134E+06 CRITERION= 0.6488E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2926E+05 CRITERION= 0.3893E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 2 SUBSTEP 3 COMPLETED. CUM ITER = 292 *** TIME = 0.215000 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.1611E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 24.45 PERIOD= 0.4090E-01 PTS/CYC = 8.2 *** AUTO TIME STEP: NEXT TIME INC = 0.40000E-02 DECREASED (FACTOR = 0.8000) FORCE CONVERGENCE VALUE = 0.4570E+07 CRITERION= 0.5857E+06 MOMENT CONVERGENCE VALUE = 0.7003E+06 CRITERION= 0.4394E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2480E-01 LINE SEARCH PARAMETER = 0.9990 SCALED MAX DOF INC = -0.2478E-01 FORCE CONVERGENCE VALUE = 0.4032E+07 CRITERION= 0.6008E+06 MOMENT CONVERGENCE VALUE = 0.3080E+06 CRITERION= 0.5038E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2497E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2497E-02 FORCE CONVERGENCE VALUE = 0.1263E+07 CRITERION= 0.6040E+06 MOMENT CONVERGENCE VALUE = 0.3152E+06 CRITERION= 0.3622E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1301E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1301E-02 FORCE CONVERGENCE VALUE = 0.4489E+06 CRITERION= 0.6157E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1212E+06 CRITERION= 0.3750E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7721E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7721E-03 FORCE CONVERGENCE VALUE = 0.1976E+06 CRITERION= 0.6279E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5613E+05 CRITERION= 0.3799E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4370E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4370E-03 FORCE CONVERGENCE VALUE = 0.1004E+06 CRITERION= 0.6406E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2768E+05 CRITERION= 0.3891E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 2 SUBSTEP 4 COMPLETED. CUM ITER = 297 *** TIME = 0.219000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1408E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 26.98 PERIOD= 0.3706E-01 PTS/CYC = 9.3 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4985E+07 CRITERION= 0.5781E+06 MOMENT CONVERGENCE VALUE = 0.7707E+06 CRITERION= 0.4744E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1984E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1984E-01 FORCE CONVERGENCE VALUE = 0.2322E+07 CRITERION= 0.5869E+06 MOMENT CONVERGENCE VALUE = 0.1311E+06 CRITERION= 0.3975E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3829E-02 LINE SEARCH PARAMETER = 0.9892 SCALED MAX DOF INC = 0.3787E-02 FORCE CONVERGENCE VALUE = 0.5225E+06 CRITERION= 0.5959E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1107E+06 CRITERION= 0.3631E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2245E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2245E-02 FORCE CONVERGENCE VALUE = 0.1905E+06 CRITERION= 0.6079E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4822E+05 CRITERION= 0.3794E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1294E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1294E-02 FORCE CONVERGENCE VALUE = 0.9736E+05 CRITERION= 0.6201E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2584E+05 CRITERION= 0.3824E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 2 SUBSTEP 5 COMPLETED. CUM ITER = 301 *** TIME = 0.223000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.4084E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 27.23 PERIOD= 0.3673E-01 PTS/CYC = 9.2 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4596E+07 CRITERION= 0.5713E+06 MOMENT CONVERGENCE VALUE = 0.2523E+06 CRITERION= 0.4343E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1357E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1357E-01 FORCE CONVERGENCE VALUE = 0.2231E+07 CRITERION= 0.5792E+06 MOMENT CONVERGENCE VALUE = 0.1992E+06 CRITERION= 0.3858E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3328E-02 LINE SEARCH PARAMETER = 0.9689 SCALED MAX DOF INC = 0.3225E-02 FORCE CONVERGENCE VALUE = 0.2269E+06 CRITERION= 0.5895E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2789E+05 CRITERION= 0.3753E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 6 COMPLETED. CUM ITER = 303 *** TIME = 0.227000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3457E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 24.16 PERIOD= 0.4139E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.5167E+07 CRITERION= 0.5658E+06 MOMENT CONVERGENCE VALUE = 0.4738E+05 CRITERION= 0.3569E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1823E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1823E-01 FORCE CONVERGENCE VALUE = 0.3749E+07 CRITERION= 0.5798E+06 MOMENT CONVERGENCE VALUE = 0.2061E+06 CRITERION= 0.4357E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1396E-02 LINE SEARCH PARAMETER = 0.9879 SCALED MAX DOF INC = -0.1379E-02 FORCE CONVERGENCE VALUE = 0.3714E+06 CRITERION= 0.5874E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6290E+05 CRITERION= 0.3865E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9089E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9089E-03 FORCE CONVERGENCE VALUE = 0.6999E+05 CRITERION= 0.5988E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2188E+05 CRITERION= 0.3907E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 7 COMPLETED. CUM ITER = 306 *** TIME = 0.231000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.5750E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 24.13 PERIOD= 0.4145E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.5089E+07 CRITERION= 0.5637E+06 MOMENT CONVERGENCE VALUE = 0.5686E+05 CRITERION= 0.3288E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2891E-01 LINE SEARCH PARAMETER = 0.9911 SCALED MAX DOF INC = -0.2865E-01 FORCE CONVERGENCE VALUE = 0.5314E+07 CRITERION= 0.5825E+06 MOMENT CONVERGENCE VALUE = 0.1594E+06 CRITERION= 0.5718E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4663E-02 LINE SEARCH PARAMETER = 0.9954 SCALED MAX DOF INC = -0.4641E-02 FORCE CONVERGENCE VALUE = 0.3461E+06 CRITERION= 0.5864E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4166E+05 CRITERION= 0.3844E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2839E-02 LINE SEARCH PARAMETER = 0.9724 SCALED MAX DOF INC = 0.2761E-02 FORCE CONVERGENCE VALUE = 0.8330E+05 CRITERION= 0.5978E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1709E+05 CRITERION= 0.3826E+05 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1473E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1473E-02 FORCE CONVERGENCE VALUE = 0.4560E+05 CRITERION= 0.6100E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 8606. CRITERION= 0.3946E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 2 SUBSTEP 8 COMPLETED. CUM ITER = 310 *** TIME = 0.235000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3810E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 24.26 PERIOD= 0.4123E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4354E+07 CRITERION= 0.5629E+06 MOMENT CONVERGENCE VALUE = 0.6060E+05 CRITERION= 0.3556E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3361E-01 LINE SEARCH PARAMETER = 0.9859 SCALED MAX DOF INC = 0.3313E-01 FORCE CONVERGENCE VALUE = 0.4714E+07 CRITERION= 0.5788E+06 MOMENT CONVERGENCE VALUE = 0.1599E+06 CRITERION= 0.6146E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3350E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3350E-02 FORCE CONVERGENCE VALUE = 0.2252E+06 CRITERION= 0.5836E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2821E+05 CRITERION= 0.3723E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 9 COMPLETED. CUM ITER = 312 *** TIME = 0.239000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3354E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 22.02 PERIOD= 0.4541E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3841E+07 CRITERION= 0.5603E+06 MOMENT CONVERGENCE VALUE = 0.5678E+05 CRITERION= 0.3993E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1814E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1814E-01 FORCE CONVERGENCE VALUE = 0.2486E+07 CRITERION= 0.5677E+06 MOMENT CONVERGENCE VALUE = 0.1653E+06 CRITERION= 0.4161E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2621E-02 LINE SEARCH PARAMETER = 0.9702 SCALED MAX DOF INC = -0.2543E-02 FORCE CONVERGENCE VALUE = 0.1756E+06 CRITERION= 0.5774E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1593E+05 CRITERION= 0.3646E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 10 COMPLETED. CUM ITER = 314 *** TIME = 0.243000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2320E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 21.78 PERIOD= 0.4592E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4098E+07 CRITERION= 0.5537E+06 MOMENT CONVERGENCE VALUE = 0.4596E+05 CRITERION= 0.4035E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1361E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1361E-01 FORCE CONVERGENCE VALUE = 0.2574E+07 CRITERION= 0.5626E+06 MOMENT CONVERGENCE VALUE = 0.1402E+06 CRITERION= 0.3945E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1295E-02 LINE SEARCH PARAMETER = 0.9622 SCALED MAX DOF INC = 0.1246E-02 FORCE CONVERGENCE VALUE = 0.1794E+06 CRITERION= 0.5706E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 6759. CRITERION= 0.3500E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 11 COMPLETED. CUM ITER = 316 *** TIME = 0.247000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1464E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 22.00 PERIOD= 0.4546E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4732E+07 CRITERION= 0.5471E+06 MOMENT CONVERGENCE VALUE = 0.2731E+05 CRITERION= 0.3403E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4008E-01 LINE SEARCH PARAMETER = 0.9764 SCALED MAX DOF INC = -0.3914E-01 FORCE CONVERGENCE VALUE = 0.5943E+07 CRITERION= 0.5655E+06 MOMENT CONVERGENCE VALUE = 0.1197E+06 CRITERION= 0.8138E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2382E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2382E-02 FORCE CONVERGENCE VALUE = 0.1538E+06 CRITERION= 0.5680E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 7275. CRITERION= 0.3371E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 12 COMPLETED. CUM ITER = 318 *** TIME = 0.251000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.6621E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 22.28 PERIOD= 0.4489E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.5348E+07 CRITERION= 0.5450E+06 MOMENT CONVERGENCE VALUE = 0.3187E+05 CRITERION= 0.2964E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4921E-01 LINE SEARCH PARAMETER = 0.9568 SCALED MAX DOF INC = 0.4708E-01 FORCE CONVERGENCE VALUE = 0.7956E+07 CRITERION= 0.5734E+06 MOMENT CONVERGENCE VALUE = 0.1503E+06 CRITERION= 0.9496E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2777E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2777E-02 FORCE CONVERGENCE VALUE = 0.2293E+06 CRITERION= 0.5738E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 9304. CRITERION= 0.3327E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 13 COMPLETED. CUM ITER = 320 *** TIME = 0.255000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.9523E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 23.52 PERIOD= 0.4251E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.5537E+07 CRITERION= 0.5515E+06 MOMENT CONVERGENCE VALUE = 0.3502E+05 CRITERION= 0.2726E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3209E-01 LINE SEARCH PARAMETER = 0.9968 SCALED MAX DOF INC = 0.3199E-01 FORCE CONVERGENCE VALUE = 0.4311E+07 CRITERION= 0.5785E+06 MOMENT CONVERGENCE VALUE = 0.1675E+06 CRITERION= 0.5508E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2863E-02 LINE SEARCH PARAMETER = 0.9973 SCALED MAX DOF INC = -0.2855E-02 FORCE CONVERGENCE VALUE = 0.2130E+06 CRITERION= 0.5844E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1042E+05 CRITERION= 0.3393E+05 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1476E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1476E-02 FORCE CONVERGENCE VALUE = 0.5213E+05 CRITERION= 0.5964E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1934. CRITERION= 0.3517E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 14 COMPLETED. CUM ITER = 323 *** TIME = 0.259000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1976E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 20.51 PERIOD= 0.4876E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.5209E+07 CRITERION= 0.5624E+06 MOMENT CONVERGENCE VALUE = 0.2850E+05 CRITERION= 0.2872E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9815E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9815E-02 FORCE CONVERGENCE VALUE = 0.2538E+07 CRITERION= 0.5832E+06 MOMENT CONVERGENCE VALUE = 0.1604E+06 CRITERION= 0.3531E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9396E-03 LINE SEARCH PARAMETER = 0.9504 SCALED MAX DOF INC = -0.8930E-03 FORCE CONVERGENCE VALUE = 0.1965E+06 CRITERION= 0.5945E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2377E+05 CRITERION= 0.3600E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 15 COMPLETED. CUM ITER = 325 *** TIME = 0.263000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2630E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 18.28 PERIOD= 0.5472E-01 PTS/CYC = 14. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4732E+07 CRITERION= 0.5721E+06 MOMENT CONVERGENCE VALUE = 0.3910E+05 CRITERION= 0.3311E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3447E-01 LINE SEARCH PARAMETER = 0.9902 SCALED MAX DOF INC = -0.3413E-01 FORCE CONVERGENCE VALUE = 0.5247E+07 CRITERION= 0.6023E+06 MOMENT CONVERGENCE VALUE = 0.1541E+06 CRITERION= 0.6895E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3772E-02 LINE SEARCH PARAMETER = 0.9966 SCALED MAX DOF INC = -0.3759E-02 FORCE CONVERGENCE VALUE = 0.2089E+06 CRITERION= 0.5995E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1414E+05 CRITERION= 0.3801E+05 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2469E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2469E-02 FORCE CONVERGENCE VALUE = 0.5052E+05 CRITERION= 0.6112E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2612. CRITERION= 0.3784E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 16 COMPLETED. CUM ITER = 328 *** TIME = 0.267000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1448E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 19.90 PERIOD= 0.5025E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4318E+07 CRITERION= 0.5759E+06 MOMENT CONVERGENCE VALUE = 0.2813E+05 CRITERION= 0.3763E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4085E-01 LINE SEARCH PARAMETER = 0.9720 SCALED MAX DOF INC = 0.3970E-01 FORCE CONVERGENCE VALUE = 0.9070E+07 CRITERION= 0.6233E+06 MOMENT CONVERGENCE VALUE = 0.2575E+06 CRITERION= 0.8914E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2610E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2610E-02 FORCE CONVERGENCE VALUE = 0.3185E+06 CRITERION= 0.5993E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5818E+05 CRITERION= 0.3870E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1638E-02 LINE SEARCH PARAMETER = 0.9912 SCALED MAX DOF INC = 0.1624E-02 FORCE CONVERGENCE VALUE = 0.5138E+05 CRITERION= 0.6111E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 7398. CRITERION= 0.3883E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 17 COMPLETED. CUM ITER = 331 *** TIME = 0.271000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2185E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 23.97 PERIOD= 0.4171E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3931E+07 CRITERION= 0.5752E+06 MOMENT CONVERGENCE VALUE = 0.5601E+05 CRITERION= 0.4154E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2636E-01 LINE SEARCH PARAMETER = 0.9983 SCALED MAX DOF INC = 0.2631E-01 FORCE CONVERGENCE VALUE = 0.9275E+07 CRITERION= 0.6340E+06 MOMENT CONVERGENCE VALUE = 0.4842E+06 CRITERION= 0.8054E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1491E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1491E-02 FORCE CONVERGENCE VALUE = 0.1127E+07 CRITERION= 0.5971E+06 MOMENT CONVERGENCE VALUE = 0.3180E+06 CRITERION= 0.3817E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6325E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6325E-03 FORCE CONVERGENCE VALUE = 0.5865E+06 CRITERION= 0.6079E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1729E+06 CRITERION= 0.3875E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3643E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3643E-03 FORCE CONVERGENCE VALUE = 0.2886E+06 CRITERION= 0.6198E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8798E+05 CRITERION= 0.3960E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2199E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2199E-03 FORCE CONVERGENCE VALUE = 0.1646E+06 CRITERION= 0.6322E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4925E+05 CRITERION= 0.4038E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1273E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1273E-03 FORCE CONVERGENCE VALUE = 0.9429E+05 CRITERION= 0.6449E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2757E+05 CRITERION= 0.4121E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 2 SUBSTEP 18 COMPLETED. CUM ITER = 337 *** TIME = 0.275000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1933E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 24.05 PERIOD= 0.4157E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.5772E+07 CRITERION= 0.5709E+06 MOMENT CONVERGENCE VALUE = 0.8976E+06 CRITERION= 0.4282E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1094E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1094E-01 FORCE CONVERGENCE VALUE = 0.6753E+07 CRITERION= 0.6202E+06 MOMENT CONVERGENCE VALUE = 0.5561E+06 CRITERION= 0.5815E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1345E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1345E-02 FORCE CONVERGENCE VALUE = 0.1725E+07 CRITERION= 0.5971E+06 MOMENT CONVERGENCE VALUE = 0.4869E+06 CRITERION= 0.3769E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1029E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1029E-02 FORCE CONVERGENCE VALUE = 0.7422E+06 CRITERION= 0.6075E+06 MOMENT CONVERGENCE VALUE = 0.2245E+06 CRITERION= 0.3851E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5495E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5495E-03 FORCE CONVERGENCE VALUE = 0.3199E+06 CRITERION= 0.6192E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1106E+06 CRITERION= 0.3926E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3148E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3148E-03 FORCE CONVERGENCE VALUE = 0.1845E+06 CRITERION= 0.6314E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5326E+05 CRITERION= 0.4008E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1571E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1571E-03 FORCE CONVERGENCE VALUE = 0.9382E+05 CRITERION= 0.6441E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2694E+05 CRITERION= 0.4089E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 2 SUBSTEP 19 COMPLETED. CUM ITER = 343 *** TIME = 0.279000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2716E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 24.99 PERIOD= 0.4002E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.7500E+07 CRITERION= 0.5706E+06 MOMENT CONVERGENCE VALUE = 0.1365E+07 CRITERION= 0.4069E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1543E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1543E-01 FORCE CONVERGENCE VALUE = 0.3589E+07 CRITERION= 0.6012E+06 MOMENT CONVERGENCE VALUE = 0.3143E+06 CRITERION= 0.4341E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2034E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2034E-02 FORCE CONVERGENCE VALUE = 0.1118E+07 CRITERION= 0.5997E+06 MOMENT CONVERGENCE VALUE = 0.2636E+06 CRITERION= 0.3750E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1242E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1242E-02 FORCE CONVERGENCE VALUE = 0.5111E+06 CRITERION= 0.6113E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1434E+06 CRITERION= 0.3871E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6839E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6839E-03 FORCE CONVERGENCE VALUE = 0.2471E+06 CRITERION= 0.6233E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7027E+05 CRITERION= 0.3930E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3640E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3640E-03 FORCE CONVERGENCE VALUE = 0.1371E+06 CRITERION= 0.6358E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3886E+05 CRITERION= 0.4020E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 2 SUBSTEP 20 COMPLETED. CUM ITER = 348 *** TIME = 0.283000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1312E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 26.01 PERIOD= 0.3844E-01 PTS/CYC = 9.6 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4786E+07 CRITERION= 0.5750E+06 MOMENT CONVERGENCE VALUE = 0.6903E+06 CRITERION= 0.3834E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3236E-01 LINE SEARCH PARAMETER = 0.9836 SCALED MAX DOF INC = -0.3183E-01 FORCE CONVERGENCE VALUE = 0.4352E+07 CRITERION= 0.5963E+06 MOMENT CONVERGENCE VALUE = 0.1830E+06 CRITERION= 0.6095E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3311E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3311E-02 FORCE CONVERGENCE VALUE = 0.1513E+06 CRITERION= 0.6025E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 7166. CRITERION= 0.3729E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 21 COMPLETED. CUM ITER = 350 *** TIME = 0.287000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.6455E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 28.09 PERIOD= 0.3561E-01 PTS/CYC = 8.9 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3376E+07 CRITERION= 0.5788E+06 MOMENT CONVERGENCE VALUE = 0.2530E+05 CRITERION= 0.3392E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3536E-01 LINE SEARCH PARAMETER = 0.9748 SCALED MAX DOF INC = -0.3446E-01 FORCE CONVERGENCE VALUE = 0.4433E+07 CRITERION= 0.6007E+06 MOMENT CONVERGENCE VALUE = 0.1149E+06 CRITERION= 0.6381E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2786E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2786E-02 FORCE CONVERGENCE VALUE = 0.1322E+06 CRITERION= 0.6019E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 8071. CRITERION= 0.3663E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 22 COMPLETED. CUM ITER = 352 *** TIME = 0.291000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.6222E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 25.44 PERIOD= 0.3932E-01 PTS/CYC = 9.8 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3440E+07 CRITERION= 0.5777E+06 MOMENT CONVERGENCE VALUE = 0.3913E+05 CRITERION= 0.2893E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2163E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2163E-01 FORCE CONVERGENCE VALUE = 0.2066E+07 CRITERION= 0.5934E+06 MOMENT CONVERGENCE VALUE = 0.1129E+06 CRITERION= 0.4143E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1948E-02 LINE SEARCH PARAMETER = 0.9766 SCALED MAX DOF INC = 0.1902E-02 FORCE CONVERGENCE VALUE = 0.1870E+06 CRITERION= 0.5972E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1719E+05 CRITERION= 0.3547E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 23 COMPLETED. CUM ITER = 354 *** TIME = 0.295000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2427E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 22.28 PERIOD= 0.4489E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3907E+07 CRITERION= 0.5731E+06 MOMENT CONVERGENCE VALUE = 0.6749E+05 CRITERION= 0.2535E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1750E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1750E-01 FORCE CONVERGENCE VALUE = 0.2135E+07 CRITERION= 0.5831E+06 MOMENT CONVERGENCE VALUE = 0.1492E+06 CRITERION= 0.3385E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1910E-02 LINE SEARCH PARAMETER = 0.9580 SCALED MAX DOF INC = -0.1830E-02 FORCE CONVERGENCE VALUE = 0.2411E+06 CRITERION= 0.5892E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3405E+05 CRITERION= 0.3437E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 24 COMPLETED. CUM ITER = 356 *** TIME = 0.299000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2765E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 23.03 PERIOD= 0.4343E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3978E+07 CRITERION= 0.5653E+06 MOMENT CONVERGENCE VALUE = 0.7846E+05 CRITERION= 0.2397E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3162E-01 LINE SEARCH PARAMETER = 0.9920 SCALED MAX DOF INC = -0.3137E-01 FORCE CONVERGENCE VALUE = 0.4479E+07 CRITERION= 0.5824E+06 MOMENT CONVERGENCE VALUE = 0.1369E+06 CRITERION= 0.5647E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3802E-02 LINE SEARCH PARAMETER = 0.9981 SCALED MAX DOF INC = -0.3795E-02 FORCE CONVERGENCE VALUE = 0.2061E+06 CRITERION= 0.5812E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1683E+05 CRITERION= 0.3448E+05 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2595E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2595E-02 FORCE CONVERGENCE VALUE = 0.5836E+05 CRITERION= 0.5925E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 3138. CRITERION= 0.3412E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 25 COMPLETED. CUM ITER = 359 *** TIME = 0.303000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1407E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 22.26 PERIOD= 0.4493E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3940E+07 CRITERION= 0.5572E+06 MOMENT CONVERGENCE VALUE = 0.6553E+05 CRITERION= 0.2674E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3484E-01 LINE SEARCH PARAMETER = 0.9797 SCALED MAX DOF INC = -0.3414E-01 FORCE CONVERGENCE VALUE = 0.5667E+07 CRITERION= 0.5823E+06 MOMENT CONVERGENCE VALUE = 0.1522E+06 CRITERION= 0.7262E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3317E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3317E-02 FORCE CONVERGENCE VALUE = 0.1812E+06 CRITERION= 0.5785E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1049E+05 CRITERION= 0.3585E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 26 COMPLETED. CUM ITER = 361 *** TIME = 0.307000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1483E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 21.61 PERIOD= 0.4627E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4055E+07 CRITERION= 0.5556E+06 MOMENT CONVERGENCE VALUE = 0.2730E+05 CRITERION= 0.3379E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2199E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2199E-01 FORCE CONVERGENCE VALUE = 0.3550E+07 CRITERION= 0.5780E+06 MOMENT CONVERGENCE VALUE = 0.1697E+06 CRITERION= 0.4916E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1924E-02 LINE SEARCH PARAMETER = 0.9921 SCALED MAX DOF INC = -0.1909E-02 FORCE CONVERGENCE VALUE = 0.1273E+06 CRITERION= 0.5812E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 6671. CRITERION= 0.3703E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 27 COMPLETED. CUM ITER = 363 *** TIME = 0.311000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1167E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 19.72 PERIOD= 0.5072E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4188E+07 CRITERION= 0.5586E+06 MOMENT CONVERGENCE VALUE = 0.1835E+05 CRITERION= 0.4142E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8941E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8941E-02 FORCE CONVERGENCE VALUE = 0.2293E+07 CRITERION= 0.5771E+06 MOMENT CONVERGENCE VALUE = 0.1706E+06 CRITERION= 0.3710E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7312E-03 LINE SEARCH PARAMETER = 0.9478 SCALED MAX DOF INC = -0.6930E-03 FORCE CONVERGENCE VALUE = 0.1524E+06 CRITERION= 0.5882E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 9288. CRITERION= 0.3756E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 28 COMPLETED. CUM ITER = 365 *** TIME = 0.315000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3879E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 18.86 PERIOD= 0.5303E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4326E+07 CRITERION= 0.5653E+06 MOMENT CONVERGENCE VALUE = 0.2170E+05 CRITERION= 0.4294E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1941E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1941E-01 FORCE CONVERGENCE VALUE = 0.2716E+07 CRITERION= 0.5897E+06 MOMENT CONVERGENCE VALUE = 0.1613E+06 CRITERION= 0.4566E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3092E-02 LINE SEARCH PARAMETER = 0.9754 SCALED MAX DOF INC = 0.3016E-02 FORCE CONVERGENCE VALUE = 0.1789E+06 CRITERION= 0.5959E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 8051. CRITERION= 0.3764E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 29 COMPLETED. CUM ITER = 367 *** TIME = 0.319000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2765E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 20.38 PERIOD= 0.4906E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4276E+07 CRITERION= 0.5729E+06 MOMENT CONVERGENCE VALUE = 0.2369E+05 CRITERION= 0.4353E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2746E-01 LINE SEARCH PARAMETER = 0.9991 SCALED MAX DOF INC = -0.2743E-01 FORCE CONVERGENCE VALUE = 0.3568E+07 CRITERION= 0.6013E+06 MOMENT CONVERGENCE VALUE = 0.1421E+06 CRITERION= 0.5401E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4408E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4408E-02 FORCE CONVERGENCE VALUE = 0.1974E+06 CRITERION= 0.6016E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 9641. CRITERION= 0.3756E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 30 COMPLETED. CUM ITER = 369 *** TIME = 0.323000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.8272E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 21.62 PERIOD= 0.4625E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3863E+07 CRITERION= 0.5781E+06 MOMENT CONVERGENCE VALUE = 0.2325E+05 CRITERION= 0.3898E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1969E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1969E-01 FORCE CONVERGENCE VALUE = 0.2111E+07 CRITERION= 0.6001E+06 MOMENT CONVERGENCE VALUE = 0.1037E+06 CRITERION= 0.4499E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3368E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3368E-02 FORCE CONVERGENCE VALUE = 0.2368E+06 CRITERION= 0.6045E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5200E+05 CRITERION= 0.3807E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2119E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2119E-02 FORCE CONVERGENCE VALUE = 0.2404E+06 CRITERION= 0.6169E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5330E+05 CRITERION= 0.3960E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1205E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1205E-02 FORCE CONVERGENCE VALUE = 0.1047E+06 CRITERION= 0.6294E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2373E+05 CRITERION= 0.4001E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 2 SUBSTEP 31 COMPLETED. CUM ITER = 373 *** TIME = 0.327000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2065E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 20.91 PERIOD= 0.4782E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3335E+07 CRITERION= 0.5807E+06 MOMENT CONVERGENCE VALUE = 0.8159E+05 CRITERION= 0.3454E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7714E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7714E-02 FORCE CONVERGENCE VALUE = 0.1618E+07 CRITERION= 0.5943E+06 MOMENT CONVERGENCE VALUE = 0.1560E+06 CRITERION= 0.3785E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1000E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1000E-02 FORCE CONVERGENCE VALUE = 0.1900E+06 CRITERION= 0.6054E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5238E+05 CRITERION= 0.3836E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5685E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5685E-03 FORCE CONVERGENCE VALUE = 0.7417E+05 CRITERION= 0.6178E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1368E+05 CRITERION= 0.3931E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 32 COMPLETED. CUM ITER = 376 *** TIME = 0.331000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.4980E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 19.90 PERIOD= 0.5025E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3210E+07 CRITERION= 0.5817E+06 MOMENT CONVERGENCE VALUE = 0.6062E+05 CRITERION= 0.3172E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1917E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1917E-01 FORCE CONVERGENCE VALUE = 0.2299E+07 CRITERION= 0.5955E+06 MOMENT CONVERGENCE VALUE = 0.1464E+06 CRITERION= 0.4349E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2879E-02 LINE SEARCH PARAMETER = 0.9960 SCALED MAX DOF INC = -0.2868E-02 FORCE CONVERGENCE VALUE = 0.2140E+06 CRITERION= 0.6053E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4232E+05 CRITERION= 0.3830E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1909E-02 LINE SEARCH PARAMETER = 0.9813 SCALED MAX DOF INC = 0.1873E-02 FORCE CONVERGENCE VALUE = 0.7418E+05 CRITERION= 0.6174E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1364E+05 CRITERION= 0.3833E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 33 COMPLETED. CUM ITER = 379 *** TIME = 0.335000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3384E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 23.88 PERIOD= 0.4188E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3381E+07 CRITERION= 0.5813E+06 MOMENT CONVERGENCE VALUE = 0.4061E+05 CRITERION= 0.2924E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2824E-01 LINE SEARCH PARAMETER = 0.9932 SCALED MAX DOF INC = 0.2805E-01 FORCE CONVERGENCE VALUE = 0.3603E+07 CRITERION= 0.5983E+06 MOMENT CONVERGENCE VALUE = 0.1188E+06 CRITERION= 0.5626E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3217E-02 LINE SEARCH PARAMETER = 0.9985 SCALED MAX DOF INC = -0.3212E-02 FORCE CONVERGENCE VALUE = 0.1826E+06 CRITERION= 0.6037E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1622E+05 CRITERION= 0.3728E+05 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2158E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2158E-02 FORCE CONVERGENCE VALUE = 0.4787E+05 CRITERION= 0.6156E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 4000. CRITERION= 0.3712E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 34 COMPLETED. CUM ITER = 382 *** TIME = 0.339000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2510E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 24.50 PERIOD= 0.4082E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3567E+07 CRITERION= 0.5795E+06 MOMENT CONVERGENCE VALUE = 0.2344E+05 CRITERION= 0.3058E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2019E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2019E-01 FORCE CONVERGENCE VALUE = 0.2736E+07 CRITERION= 0.5948E+06 MOMENT CONVERGENCE VALUE = 0.9724E+05 CRITERION= 0.4331E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2334E-02 LINE SEARCH PARAMETER = 0.9961 SCALED MAX DOF INC = -0.2325E-02 FORCE CONVERGENCE VALUE = 0.1657E+06 CRITERION= 0.5984E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1614E+05 CRITERION= 0.3564E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 35 COMPLETED. CUM ITER = 384 *** TIME = 0.343000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3815E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 22.92 PERIOD= 0.4364E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3660E+07 CRITERION= 0.5741E+06 MOMENT CONVERGENCE VALUE = 0.3292E+05 CRITERION= 0.3462E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8026E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8026E-02 FORCE CONVERGENCE VALUE = 0.2569E+07 CRITERION= 0.5888E+06 MOMENT CONVERGENCE VALUE = 0.1475E+06 CRITERION= 0.3807E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6532E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6532E-03 FORCE CONVERGENCE VALUE = 0.1913E+06 CRITERION= 0.5903E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3974E+05 CRITERION= 0.3484E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3813E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3813E-03 FORCE CONVERGENCE VALUE = 0.4481E+05 CRITERION= 0.6023E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1059E+05 CRITERION= 0.3542E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 36 COMPLETED. CUM ITER = 387 *** TIME = 0.347000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.4758E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 23.07 PERIOD= 0.4335E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3391E+07 CRITERION= 0.5659E+06 MOMENT CONVERGENCE VALUE = 0.3299E+05 CRITERION= 0.3699E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1422E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1422E-01 FORCE CONVERGENCE VALUE = 0.3140E+07 CRITERION= 0.5862E+06 MOMENT CONVERGENCE VALUE = 0.1272E+06 CRITERION= 0.4262E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1428E-02 LINE SEARCH PARAMETER = 0.9812 SCALED MAX DOF INC = 0.1402E-02 FORCE CONVERGENCE VALUE = 0.1892E+06 CRITERION= 0.5846E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2250E+05 CRITERION= 0.3448E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 37 COMPLETED. CUM ITER = 389 *** TIME = 0.351000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2543E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 21.62 PERIOD= 0.4625E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3297E+07 CRITERION= 0.5607E+06 MOMENT CONVERGENCE VALUE = 0.3194E+05 CRITERION= 0.3761E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2820E-01 LINE SEARCH PARAMETER = 0.9917 SCALED MAX DOF INC = 0.2797E-01 FORCE CONVERGENCE VALUE = 0.4675E+07 CRITERION= 0.5878E+06 MOMENT CONVERGENCE VALUE = 0.1553E+06 CRITERION= 0.5664E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3022E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3022E-02 FORCE CONVERGENCE VALUE = 0.1547E+06 CRITERION= 0.5818E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 9075. CRITERION= 0.3414E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 38 COMPLETED. CUM ITER = 391 *** TIME = 0.355000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1621E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 22.07 PERIOD= 0.4530E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3650E+07 CRITERION= 0.5584E+06 MOMENT CONVERGENCE VALUE = 0.2726E+05 CRITERION= 0.3753E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2903E-01 LINE SEARCH PARAMETER = 0.9935 SCALED MAX DOF INC = -0.2884E-01 FORCE CONVERGENCE VALUE = 0.4566E+07 CRITERION= 0.5862E+06 MOMENT CONVERGENCE VALUE = 0.1692E+06 CRITERION= 0.6023E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2658E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2658E-02 FORCE CONVERGENCE VALUE = 0.2142E+06 CRITERION= 0.5828E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 8477. CRITERION= 0.3462E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 39 COMPLETED. CUM ITER = 393 *** TIME = 0.359000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1488E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 22.97 PERIOD= 0.4354E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3872E+07 CRITERION= 0.5598E+06 MOMENT CONVERGENCE VALUE = 0.2363E+05 CRITERION= 0.3738E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1602E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1602E-01 FORCE CONVERGENCE VALUE = 0.2030E+07 CRITERION= 0.5782E+06 MOMENT CONVERGENCE VALUE = 0.1053E+06 CRITERION= 0.4071E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2105E-02 LINE SEARCH PARAMETER = 0.9449 SCALED MAX DOF INC = -0.1989E-02 FORCE CONVERGENCE VALUE = 0.2074E+06 CRITERION= 0.5856E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 8400. CRITERION= 0.3651E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 40 COMPLETED. CUM ITER = 395 *** TIME = 0.363000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1618E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 21.07 PERIOD= 0.4745E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3780E+07 CRITERION= 0.5628E+06 MOMENT CONVERGENCE VALUE = 0.1783E+05 CRITERION= 0.3979E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1202E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1202E-01 FORCE CONVERGENCE VALUE = 0.1524E+07 CRITERION= 0.5778E+06 MOMENT CONVERGENCE VALUE = 0.6844E+05 CRITERION= 0.3845E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4881E-03 LINE SEARCH PARAMETER = 0.9724 SCALED MAX DOF INC = -0.4746E-03 FORCE CONVERGENCE VALUE = 0.1159E+06 CRITERION= 0.5866E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 4682. CRITERION= 0.3778E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 41 COMPLETED. CUM ITER = 397 *** TIME = 0.367000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.7394E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 19.19 PERIOD= 0.5212E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3657E+07 CRITERION= 0.5636E+06 MOMENT CONVERGENCE VALUE = 0.1855E+05 CRITERION= 0.4133E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3079E-01 LINE SEARCH PARAMETER = 0.9910 SCALED MAX DOF INC = 0.3051E-01 FORCE CONVERGENCE VALUE = 0.5260E+07 CRITERION= 0.5933E+06 MOMENT CONVERGENCE VALUE = 0.1577E+06 CRITERION= 0.6145E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2913E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2913E-02 FORCE CONVERGENCE VALUE = 0.1594E+06 CRITERION= 0.5852E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 9868. CRITERION= 0.3842E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 42 COMPLETED. CUM ITER = 399 *** TIME = 0.371000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1444E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 20.31 PERIOD= 0.4924E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3716E+07 CRITERION= 0.5620E+06 MOMENT CONVERGENCE VALUE = 0.2822E+05 CRITERION= 0.4137E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3322E-01 LINE SEARCH PARAMETER = 0.9861 SCALED MAX DOF INC = 0.3276E-01 FORCE CONVERGENCE VALUE = 0.8265E+07 CRITERION= 0.6063E+06 MOMENT CONVERGENCE VALUE = 0.3064E+06 CRITERION= 0.8119E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2739E-02 LINE SEARCH PARAMETER = 0.9996 SCALED MAX DOF INC = 0.2738E-02 FORCE CONVERGENCE VALUE = 0.2100E+06 CRITERION= 0.5847E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1156E+05 CRITERION= 0.3845E+05 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1446E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1446E-02 FORCE CONVERGENCE VALUE = 0.3945E+05 CRITERION= 0.5963E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 1823. CRITERION= 0.3868E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 2 SUBSTEP 43 COMPLETED. CUM ITER = 402 *** TIME = 0.375000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2787E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 21.58 PERIOD= 0.4634E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3759E+07 CRITERION= 0.5612E+06 MOMENT CONVERGENCE VALUE = 0.2428E+05 CRITERION= 0.3943E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1623E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1623E-01 FORCE CONVERGENCE VALUE = 0.7166E+07 CRITERION= 0.5995E+06 MOMENT CONVERGENCE VALUE = 0.3571E+06 CRITERION= 0.5693E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1474E-02 LINE SEARCH PARAMETER = 0.9773 SCALED MAX DOF INC = -0.1441E-02 FORCE CONVERGENCE VALUE = 0.2557E+06 CRITERION= 0.5866E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1078E+05 CRITERION= 0.3767E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 44 COMPLETED. CUM ITER = 404 *** TIME = 0.379000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.6574E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 20.70 PERIOD= 0.4831E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3683E+07 CRITERION= 0.5636E+06 MOMENT CONVERGENCE VALUE = 0.2403E+05 CRITERION= 0.3618E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8644E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8644E-02 FORCE CONVERGENCE VALUE = 0.4478E+07 CRITERION= 0.5880E+06 MOMENT CONVERGENCE VALUE = 0.2661E+06 CRITERION= 0.4266E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7430E-03 LINE SEARCH PARAMETER = 0.9712 SCALED MAX DOF INC = -0.7216E-03 FORCE CONVERGENCE VALUE = 0.1822E+06 CRITERION= 0.5887E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1015E+05 CRITERION= 0.3637E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 45 COMPLETED. CUM ITER = 406 *** TIME = 0.383000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1380E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 20.03 PERIOD= 0.4992E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3492E+07 CRITERION= 0.5654E+06 MOMENT CONVERGENCE VALUE = 0.2495E+05 CRITERION= 0.3267E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2897E-01 LINE SEARCH PARAMETER = 0.9883 SCALED MAX DOF INC = -0.2863E-01 FORCE CONVERGENCE VALUE = 0.3733E+07 CRITERION= 0.5859E+06 MOMENT CONVERGENCE VALUE = 0.1288E+06 CRITERION= 0.5305E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1644E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1644E-02 FORCE CONVERGENCE VALUE = 0.1217E+06 CRITERION= 0.5909E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 7335. CRITERION= 0.3587E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 46 COMPLETED. CUM ITER = 408 *** TIME = 0.387000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1416E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 22.41 PERIOD= 0.4462E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3296E+07 CRITERION= 0.5675E+06 MOMENT CONVERGENCE VALUE = 0.2275E+05 CRITERION= 0.2932E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3890E-01 LINE SEARCH PARAMETER = 0.9606 SCALED MAX DOF INC = 0.3737E-01 FORCE CONVERGENCE VALUE = 0.5376E+07 CRITERION= 0.5898E+06 MOMENT CONVERGENCE VALUE = 0.9876E+05 CRITERION= 0.6919E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2820E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2820E-02 FORCE CONVERGENCE VALUE = 0.1836E+06 CRITERION= 0.5934E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 7830. CRITERION= 0.3558E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 47 COMPLETED. CUM ITER = 410 *** TIME = 0.391000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.9314E-05 CRITERION = 0.1500 *** RESPONSE FREQ = 26.22 PERIOD= 0.3814E-01 PTS/CYC = 9.5 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3187E+07 CRITERION= 0.5699E+06 MOMENT CONVERGENCE VALUE = 0.1962E+05 CRITERION= 0.2754E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3069E-01 LINE SEARCH PARAMETER = 0.9902 SCALED MAX DOF INC = 0.3039E-01 FORCE CONVERGENCE VALUE = 0.3521E+07 CRITERION= 0.5916E+06 MOMENT CONVERGENCE VALUE = 0.1009E+06 CRITERION= 0.5305E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2706E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2706E-02 FORCE CONVERGENCE VALUE = 0.1587E+06 CRITERION= 0.5955E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 7222. CRITERION= 0.3483E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 48 COMPLETED. CUM ITER = 412 *** TIME = 0.395000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1920E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 24.96 PERIOD= 0.4006E-01 PTS/CYC = 10. *** AUTO TIME STEP: NEXT TIME INC = 0.25000E-02 DECREASED (FACTOR = 0.6250) FORCE CONVERGENCE VALUE = 0.4752E+07 CRITERION= 0.5719E+06 MOMENT CONVERGENCE VALUE = 0.2696E+05 CRITERION= 0.2331E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1101E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1101E-01 FORCE CONVERGENCE VALUE = 0.1110E+07 CRITERION= 0.5871E+06 MOMENT CONVERGENCE VALUE = 0.7209E+05 CRITERION= 0.3436E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5149E-03 LINE SEARCH PARAMETER = 0.9904 SCALED MAX DOF INC = 0.5100E-03 FORCE CONVERGENCE VALUE = 0.6036E+05 CRITERION= 0.5966E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2134. CRITERION= 0.3466E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 49 COMPLETED. CUM ITER = 414 *** TIME = 0.397500 TIME INC = 0.250000E-02 *** MAX PLASTIC STRAIN STEP = 0.2148E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 22.71 PERIOD= 0.4403E-01 PTS/CYC = 18. *** AUTO STEP TIME: NEXT TIME INC = 0.25000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4598E+07 CRITERION= 0.5731E+06 MOMENT CONVERGENCE VALUE = 0.2656E+05 CRITERION= 0.2277E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8804E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8804E-02 FORCE CONVERGENCE VALUE = 0.1339E+07 CRITERION= 0.5874E+06 MOMENT CONVERGENCE VALUE = 0.8523E+05 CRITERION= 0.3380E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6400E-03 LINE SEARCH PARAMETER = 0.9860 SCALED MAX DOF INC = 0.6311E-03 FORCE CONVERGENCE VALUE = 0.6258E+05 CRITERION= 0.5975E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2085. CRITERION= 0.3451E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 2 SUBSTEP 50 COMPLETED. CUM ITER = 416 *** TIME = 0.400000 TIME INC = 0.250000E-02 *** MAX PLASTIC STRAIN STEP = 0.3150E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 21.58 PERIOD= 0.4635E-01 PTS/CYC = 19. **************************************************** *************** FINISHED SOLVE FOR LS 2 ************* **************************************************** ******************* SOLVE FOR LS 3 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 40 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DOFS FOR AUTOMATIC TIME STEPPING: USE 50 SUBSTEPS AS A MAXIMUM USE 30 SUBSTEPS AS A MINIMUM TIME= 0.60000 INCLUDE TRANSIENT EFFECTS FOR ALL DOFS THIS LOAD STEP ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE V ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE A ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC ***** ANSYS SOLVE COMMAND ***** *** NOTE *** CP = 125.281 TIME= 09:22:13 Nonlinear analysis, NROPT set to the FULL Newton-Raphson solution procedure for ALL degrees of freedom. 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 11.0 ***** ANSYS Academic Teaching Introductory 00224004 VERSION=INTEL NT 09:22:13 JUN 17, 2009 CP= 125.297 L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 3 TIME AT END OF THE LOAD STEP. . . . . . . . . . 0.60000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 40 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 50 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 30 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . YES STRESS-STIFFENING . . . . . . . . . . . . . . . ON TRANSIENT (INERTIA) EFFECTS STRUCTURAL DOFS. . . . . . . . . . . . . . . ON TRANSIENT INTEGRATION PARAMETERS GAMMA. . . . . . . . . . . . . . . . . . . . 0.10000 ALPHA. . . . . . . . . . . . . . . . . . . . 0.30250 DELTA. . . . . . . . . . . . . . . . . . . . 0.60000 USING HHT TIME INTEGRATION ALPHAF . . . . . . . . . . . . . . . . . . . 0.10000 ALPHAM . . . . . . . . . . . . . . . . . . . 0.0000 TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ COPY INTEGRATION POINT VALUES TO NODE . . . . . YES PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL V ALL A ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. FORCE CONVERGENCE VALUE = 0.2486E+07 CRITERION= 0.5741E+06 MOMENT CONVERGENCE VALUE = 0.1788E+05 CRITERION= 0.2891E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4296E-01 LINE SEARCH PARAMETER = 0.9140 SCALED MAX DOF INC = -0.3926E-01 FORCE CONVERGENCE VALUE = 0.7899E+07 CRITERION= 0.5999E+06 MOMENT CONVERGENCE VALUE = 0.2333E+06 CRITERION= 0.8240E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3431E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3431E-02 FORCE CONVERGENCE VALUE = 0.2464E+06 CRITERION= 0.5999E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1554E+05 CRITERION= 0.3608E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 1 COMPLETED. CUM ITER = 418 *** TIME = 0.405000 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.7745E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 23.48 PERIOD= 0.4260E-01 PTS/CYC = 8.5 *** AUTO TIME STEP: NEXT TIME INC = 0.40000E-02 DECREASED (FACTOR = 0.8000) FORCE CONVERGENCE VALUE = 0.3449E+07 CRITERION= 0.5764E+06 MOMENT CONVERGENCE VALUE = 0.2504E+05 CRITERION= 0.3344E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4494E-01 LINE SEARCH PARAMETER = 0.9385 SCALED MAX DOF INC = 0.4218E-01 FORCE CONVERGENCE VALUE = 0.7001E+07 CRITERION= 0.5992E+06 MOMENT CONVERGENCE VALUE = 0.1097E+06 CRITERION= 0.9030E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3350E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3350E-02 FORCE CONVERGENCE VALUE = 0.2181E+06 CRITERION= 0.6020E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1617E+05 CRITERION= 0.3758E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 2 COMPLETED. CUM ITER = 420 *** TIME = 0.409000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.7832E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 24.90 PERIOD= 0.4016E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3729E+07 CRITERION= 0.5787E+06 MOMENT CONVERGENCE VALUE = 0.2804E+05 CRITERION= 0.3972E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3027E-01 LINE SEARCH PARAMETER = 0.9897 SCALED MAX DOF INC = 0.2996E-01 FORCE CONVERGENCE VALUE = 0.3918E+07 CRITERION= 0.5989E+06 MOMENT CONVERGENCE VALUE = 0.8409E+05 CRITERION= 0.6275E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2353E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2353E-02 FORCE CONVERGENCE VALUE = 0.1300E+06 CRITERION= 0.6035E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1096E+05 CRITERION= 0.3912E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 3 COMPLETED. CUM ITER = 422 *** TIME = 0.413000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.6706E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 20.96 PERIOD= 0.4771E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3818E+07 CRITERION= 0.5798E+06 MOMENT CONVERGENCE VALUE = 0.2439E+05 CRITERION= 0.4363E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9484E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9484E-02 FORCE CONVERGENCE VALUE = 0.2045E+07 CRITERION= 0.5990E+06 MOMENT CONVERGENCE VALUE = 0.6367E+05 CRITERION= 0.4217E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7115E-03 LINE SEARCH PARAMETER = 0.9665 SCALED MAX DOF INC = 0.6877E-03 FORCE CONVERGENCE VALUE = 0.1623E+06 CRITERION= 0.6043E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 6525. CRITERION= 0.3974E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 4 COMPLETED. CUM ITER = 424 *** TIME = 0.417000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1515E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 18.71 PERIOD= 0.5345E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3758E+07 CRITERION= 0.5803E+06 MOMENT CONVERGENCE VALUE = 0.2018E+05 CRITERION= 0.4328E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2327E-01 LINE SEARCH PARAMETER = 0.9990 SCALED MAX DOF INC = -0.2325E-01 FORCE CONVERGENCE VALUE = 0.3153E+07 CRITERION= 0.6015E+06 MOMENT CONVERGENCE VALUE = 0.9262E+05 CRITERION= 0.5598E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2696E-02 LINE SEARCH PARAMETER = 0.9955 SCALED MAX DOF INC = 0.2684E-02 FORCE CONVERGENCE VALUE = 0.1361E+06 CRITERION= 0.6013E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 6772. CRITERION= 0.3967E+05 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1611E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1611E-02 FORCE CONVERGENCE VALUE = 0.3785E+05 CRITERION= 0.6136E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 2045. CRITERION= 0.4106E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 5 COMPLETED. CUM ITER = 427 *** TIME = 0.421000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.4240E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 18.36 PERIOD= 0.5448E-01 PTS/CYC = 14. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3619E+07 CRITERION= 0.5769E+06 MOMENT CONVERGENCE VALUE = 0.2088E+05 CRITERION= 0.4031E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3539E-01 LINE SEARCH PARAMETER = 0.9777 SCALED MAX DOF INC = 0.3460E-01 FORCE CONVERGENCE VALUE = 0.4742E+07 CRITERION= 0.6008E+06 MOMENT CONVERGENCE VALUE = 0.1120E+06 CRITERION= 0.6713E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3026E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3026E-02 FORCE CONVERGENCE VALUE = 0.1522E+06 CRITERION= 0.6005E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 7423. CRITERION= 0.3925E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 6 COMPLETED. CUM ITER = 429 *** TIME = 0.425000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.5698E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 21.05 PERIOD= 0.4751E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3538E+07 CRITERION= 0.5764E+06 MOMENT CONVERGENCE VALUE = 0.2216E+05 CRITERION= 0.3414E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3068E-01 LINE SEARCH PARAMETER = 0.9899 SCALED MAX DOF INC = 0.3037E-01 FORCE CONVERGENCE VALUE = 0.3704E+07 CRITERION= 0.5997E+06 MOMENT CONVERGENCE VALUE = 0.1000E+06 CRITERION= 0.5700E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2158E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2158E-02 FORCE CONVERGENCE VALUE = 0.1603E+06 CRITERION= 0.6035E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 8439. CRITERION= 0.3941E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 7 COMPLETED. CUM ITER = 431 *** TIME = 0.429000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1553E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 20.83 PERIOD= 0.4801E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3623E+07 CRITERION= 0.5798E+06 MOMENT CONVERGENCE VALUE = 0.2095E+05 CRITERION= 0.2962E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1878E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1878E-01 FORCE CONVERGENCE VALUE = 0.1222E+07 CRITERION= 0.6017E+06 MOMENT CONVERGENCE VALUE = 0.6858E+05 CRITERION= 0.4103E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1662E-02 LINE SEARCH PARAMETER = 0.9699 SCALED MAX DOF INC = 0.1612E-02 FORCE CONVERGENCE VALUE = 0.1360E+06 CRITERION= 0.6115E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 8040. CRITERION= 0.3950E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 8 COMPLETED. CUM ITER = 433 *** TIME = 0.433000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3198E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 17.95 PERIOD= 0.5572E-01 PTS/CYC = 14. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3846E+07 CRITERION= 0.5883E+06 MOMENT CONVERGENCE VALUE = 0.2712E+05 CRITERION= 0.2800E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2222E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2222E-01 FORCE CONVERGENCE VALUE = 0.2491E+07 CRITERION= 0.6114E+06 MOMENT CONVERGENCE VALUE = 0.1574E+06 CRITERION= 0.4136E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1895E-02 LINE SEARCH PARAMETER = 0.9866 SCALED MAX DOF INC = -0.1870E-02 FORCE CONVERGENCE VALUE = 0.1418E+06 CRITERION= 0.6221E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1321E+05 CRITERION= 0.3974E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 9 COMPLETED. CUM ITER = 435 *** TIME = 0.437000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2573E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 17.67 PERIOD= 0.5658E-01 PTS/CYC = 14. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4043E+07 CRITERION= 0.5988E+06 MOMENT CONVERGENCE VALUE = 0.4743E+05 CRITERION= 0.2767E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3424E-01 LINE SEARCH PARAMETER = 0.9793 SCALED MAX DOF INC = -0.3353E-01 FORCE CONVERGENCE VALUE = 0.7279E+07 CRITERION= 0.6279E+06 MOMENT CONVERGENCE VALUE = 0.3745E+06 CRITERION= 0.7109E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3604E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3604E-02 FORCE CONVERGENCE VALUE = 0.2363E+06 CRITERION= 0.6340E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2707E+05 CRITERION= 0.3977E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 10 COMPLETED. CUM ITER = 437 *** TIME = 0.441000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3287E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 21.20 PERIOD= 0.4716E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3858E+07 CRITERION= 0.6104E+06 MOMENT CONVERGENCE VALUE = 0.4236E+05 CRITERION= 0.3020E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3971E-01 LINE SEARCH PARAMETER = 0.9618 SCALED MAX DOF INC = -0.3819E-01 FORCE CONVERGENCE VALUE = 0.9545E+07 CRITERION= 0.6407E+06 MOMENT CONVERGENCE VALUE = 0.5270E+06 CRITERION= 0.8483E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3642E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3642E-02 FORCE CONVERGENCE VALUE = 0.3501E+06 CRITERION= 0.6440E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7871E+05 CRITERION= 0.3980E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2457E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2457E-02 FORCE CONVERGENCE VALUE = 0.2166E+06 CRITERION= 0.6565E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4767E+05 CRITERION= 0.3962E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1394E-02 LINE SEARCH PARAMETER = 0.9941 SCALED MAX DOF INC = -0.1386E-02 FORCE CONVERGENCE VALUE = 0.5824E+05 CRITERION= 0.6699E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1427E+05 CRITERION= 0.4085E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 3 SUBSTEP 11 COMPLETED. CUM ITER = 441 *** TIME = 0.445000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.5074E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 23.34 PERIOD= 0.4285E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3299E+07 CRITERION= 0.6191E+06 MOMENT CONVERGENCE VALUE = 0.1266E+06 CRITERION= 0.3369E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2877E-01 LINE SEARCH PARAMETER = 0.9899 SCALED MAX DOF INC = -0.2848E-01 FORCE CONVERGENCE VALUE = 0.7101E+07 CRITERION= 0.6434E+06 MOMENT CONVERGENCE VALUE = 0.5016E+06 CRITERION= 0.5545E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2237E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2237E-02 FORCE CONVERGENCE VALUE = 0.6835E+06 CRITERION= 0.6506E+06 MOMENT CONVERGENCE VALUE = 0.1804E+06 CRITERION= 0.4007E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1555E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1555E-02 FORCE CONVERGENCE VALUE = 0.3237E+06 CRITERION= 0.6632E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8479E+05 CRITERION= 0.4028E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8443E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8443E-03 FORCE CONVERGENCE VALUE = 0.1465E+06 CRITERION= 0.6766E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4065E+05 CRITERION= 0.4131E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 3 SUBSTEP 12 COMPLETED. CUM ITER = 445 *** TIME = 0.449000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.6849E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 21.08 PERIOD= 0.4745E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3243E+07 CRITERION= 0.6248E+06 MOMENT CONVERGENCE VALUE = 0.3591E+06 CRITERION= 0.3640E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6672E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6672E-02 FORCE CONVERGENCE VALUE = 0.3567E+07 CRITERION= 0.6432E+06 MOMENT CONVERGENCE VALUE = 0.3514E+06 CRITERION= 0.4011E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9223E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9223E-03 FORCE CONVERGENCE VALUE = 0.9470E+06 CRITERION= 0.6546E+06 MOMENT CONVERGENCE VALUE = 0.2501E+06 CRITERION= 0.4038E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4267E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4267E-03 FORCE CONVERGENCE VALUE = 0.4144E+06 CRITERION= 0.6676E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1162E+06 CRITERION= 0.4129E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2297E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2297E-03 FORCE CONVERGENCE VALUE = 0.2350E+06 CRITERION= 0.6810E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6746E+05 CRITERION= 0.4209E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1310E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1310E-03 FORCE CONVERGENCE VALUE = 0.1561E+06 CRITERION= 0.6948E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4218E+05 CRITERION= 0.4297E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 3 SUBSTEP 13 COMPLETED. CUM ITER = 450 *** TIME = 0.453000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1097E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 20.73 PERIOD= 0.4823E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4018E+07 CRITERION= 0.6282E+06 MOMENT CONVERGENCE VALUE = 0.6236E+06 CRITERION= 0.3829E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1915E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1915E-01 FORCE CONVERGENCE VALUE = 0.2426E+07 CRITERION= 0.6469E+06 MOMENT CONVERGENCE VALUE = 0.2416E+06 CRITERION= 0.4960E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2218E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2218E-02 FORCE CONVERGENCE VALUE = 0.6897E+06 CRITERION= 0.6574E+06 MOMENT CONVERGENCE VALUE = 0.2032E+06 CRITERION= 0.4143E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9944E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9944E-03 FORCE CONVERGENCE VALUE = 0.4133E+06 CRITERION= 0.6707E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1062E+06 CRITERION= 0.4271E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5708E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5708E-03 FORCE CONVERGENCE VALUE = 0.2240E+06 CRITERION= 0.6842E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6564E+05 CRITERION= 0.4341E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3024E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3024E-03 FORCE CONVERGENCE VALUE = 0.1404E+06 CRITERION= 0.6981E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3798E+05 CRITERION= 0.4437E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 3 SUBSTEP 14 COMPLETED. CUM ITER = 455 *** TIME = 0.457000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.8908E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 24.37 PERIOD= 0.4103E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3926E+07 CRITERION= 0.6311E+06 MOMENT CONVERGENCE VALUE = 0.5697E+06 CRITERION= 0.3946E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3212E-01 LINE SEARCH PARAMETER = 0.9765 SCALED MAX DOF INC = 0.3137E-01 FORCE CONVERGENCE VALUE = 0.3764E+07 CRITERION= 0.6519E+06 MOMENT CONVERGENCE VALUE = 0.1465E+06 CRITERION= 0.6771E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2708E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2708E-02 FORCE CONVERGENCE VALUE = 0.2972E+06 CRITERION= 0.6600E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7687E+05 CRITERION= 0.4220E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1274E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1274E-02 FORCE CONVERGENCE VALUE = 0.2783E+06 CRITERION= 0.6736E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6298E+05 CRITERION= 0.4359E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7329E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7329E-03 FORCE CONVERGENCE VALUE = 0.9338E+05 CRITERION= 0.6873E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2598E+05 CRITERION= 0.4425E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4 *** LOAD STEP 3 SUBSTEP 15 COMPLETED. CUM ITER = 459 *** TIME = 0.461000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3191E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 26.73 PERIOD= 0.3741E-01 PTS/CYC = 9.4 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3270E+07 CRITERION= 0.6341E+06 MOMENT CONVERGENCE VALUE = 0.2499E+06 CRITERION= 0.4125E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2718E-01 LINE SEARCH PARAMETER = 0.9928 SCALED MAX DOF INC = 0.2699E-01 FORCE CONVERGENCE VALUE = 0.2908E+07 CRITERION= 0.6531E+06 MOMENT CONVERGENCE VALUE = 0.1565E+06 CRITERION= 0.5949E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2484E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2484E-02 FORCE CONVERGENCE VALUE = 0.1635E+06 CRITERION= 0.6623E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2292E+05 CRITERION= 0.4302E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 16 COMPLETED. CUM ITER = 461 *** TIME = 0.465000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.8084E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 25.01 PERIOD= 0.3999E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3049E+07 CRITERION= 0.6362E+06 MOMENT CONVERGENCE VALUE = 0.4642E+05 CRITERION= 0.4329E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7128E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7128E-02 FORCE CONVERGENCE VALUE = 0.2092E+07 CRITERION= 0.6506E+06 MOMENT CONVERGENCE VALUE = 0.1608E+06 CRITERION= 0.4427E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1129E-02 LINE SEARCH PARAMETER = 0.9660 SCALED MAX DOF INC = 0.1091E-02 FORCE CONVERGENCE VALUE = 0.1448E+06 CRITERION= 0.6630E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1731E+05 CRITERION= 0.4377E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 17 COMPLETED. CUM ITER = 463 *** TIME = 0.469000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1825E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 21.63 PERIOD= 0.4622E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.2766E+07 CRITERION= 0.6369E+06 MOMENT CONVERGENCE VALUE = 0.4234E+05 CRITERION= 0.4484E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1459E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1459E-01 FORCE CONVERGENCE VALUE = 0.2959E+07 CRITERION= 0.6493E+06 MOMENT CONVERGENCE VALUE = 0.2205E+06 CRITERION= 0.4514E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1916E-02 LINE SEARCH PARAMETER = 0.9782 SCALED MAX DOF INC = 0.1874E-02 FORCE CONVERGENCE VALUE = 0.2467E+06 CRITERION= 0.6612E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3947E+05 CRITERION= 0.4392E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 18 COMPLETED. CUM ITER = 465 *** TIME = 0.473000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3717E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 22.56 PERIOD= 0.4434E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.2482E+07 CRITERION= 0.6350E+06 MOMENT CONVERGENCE VALUE = 0.5969E+05 CRITERION= 0.4480E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2565E-01 LINE SEARCH PARAMETER = 0.9908 SCALED MAX DOF INC = -0.2541E-01 FORCE CONVERGENCE VALUE = 0.3856E+07 CRITERION= 0.6497E+06 MOMENT CONVERGENCE VALUE = 0.2386E+06 CRITERION= 0.5314E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2871E-02 LINE SEARCH PARAMETER = 0.9989 SCALED MAX DOF INC = 0.2868E-02 FORCE CONVERGENCE VALUE = 0.2510E+06 CRITERION= 0.6588E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3778E+05 CRITERION= 0.4389E+05 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1352E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1352E-02 FORCE CONVERGENCE VALUE = 0.1161E+06 CRITERION= 0.6719E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2534E+05 CRITERION= 0.4421E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 19 COMPLETED. CUM ITER = 468 *** TIME = 0.477000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2443E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 24.38 PERIOD= 0.4102E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.2438E+07 CRITERION= 0.6323E+06 MOMENT CONVERGENCE VALUE = 0.8072E+05 CRITERION= 0.4149E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2134E-01 LINE SEARCH PARAMETER = 0.9954 SCALED MAX DOF INC = 0.2124E-01 FORCE CONVERGENCE VALUE = 0.2674E+07 CRITERION= 0.6473E+06 MOMENT CONVERGENCE VALUE = 0.1778E+06 CRITERION= 0.4773E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2669E-02 LINE SEARCH PARAMETER = 0.9965 SCALED MAX DOF INC = 0.2660E-02 FORCE CONVERGENCE VALUE = 0.2300E+06 CRITERION= 0.6573E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4292E+05 CRITERION= 0.4352E+05 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1401E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1401E-02 FORCE CONVERGENCE VALUE = 0.8394E+05 CRITERION= 0.6704E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1886E+05 CRITERION= 0.4382E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 20 COMPLETED. CUM ITER = 471 *** TIME = 0.481000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1481E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 22.38 PERIOD= 0.4468E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.2769E+07 CRITERION= 0.6310E+06 MOMENT CONVERGENCE VALUE = 0.7678E+05 CRITERION= 0.3891E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6597E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6597E-02 FORCE CONVERGENCE VALUE = 0.5997E+06 CRITERION= 0.6446E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7650E+05 CRITERION= 0.4175E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6984E-03 LINE SEARCH PARAMETER = 0.9626 SCALED MAX DOF INC = -0.6723E-03 FORCE CONVERGENCE VALUE = 0.5525E+05 CRITERION= 0.6576E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 7212. CRITERION= 0.4307E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 21 COMPLETED. CUM ITER = 473 *** TIME = 0.485000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.5470E-04 CRITERION = 0.1500 *** RESPONSE FREQ = 19.18 PERIOD= 0.5214E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3198E+07 CRITERION= 0.6314E+06 MOMENT CONVERGENCE VALUE = 0.2482E+05 CRITERION= 0.3835E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1576E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1576E-01 FORCE CONVERGENCE VALUE = 0.1701E+07 CRITERION= 0.6491E+06 MOMENT CONVERGENCE VALUE = 0.1255E+06 CRITERION= 0.4558E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1985E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1985E-02 FORCE CONVERGENCE VALUE = 0.1865E+06 CRITERION= 0.6604E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3179E+05 CRITERION= 0.4236E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 3 SUBSTEP 22 COMPLETED. CUM ITER = 475 *** TIME = 0.489000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2947E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 20.91 PERIOD= 0.4783E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3433E+07 CRITERION= 0.6343E+06 MOMENT CONVERGENCE VALUE = 0.6729E+05 CRITERION= 0.3673E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2466E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2466E-01 FORCE CONVERGENCE VALUE = 0.4626E+07 CRITERION= 0.6592E+06 MOMENT CONVERGENCE VALUE = 0.4330E+06 CRITERION= 0.5305E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3236E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3236E-02 FORCE CONVERGENCE VALUE = 0.1465E+07 CRITERION= 0.6667E+06 MOMENT CONVERGENCE VALUE = 0.2533E+06 CRITERION= 0.4233E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1419E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1419E-02 FORCE CONVERGENCE VALUE = 0.7080E+06 CRITERION= 0.6803E+06 MOMENT CONVERGENCE VALUE = 0.1759E+06 CRITERION= 0.4384E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8554E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8554E-03 FORCE CONVERGENCE VALUE = 0.3381E+06 CRITERION= 0.6940E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8185E+05 CRITERION= 0.4444E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4818E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4818E-03 FORCE CONVERGENCE VALUE = 0.9685E+05 CRITERION= 0.7082E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2607E+05 CRITERION= 0.4550E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 3 SUBSTEP 23 COMPLETED. CUM ITER = 480 *** TIME = 0.493000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1703E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 22.85 PERIOD= 0.4377E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4769E+07 CRITERION= 0.6406E+06 MOMENT CONVERGENCE VALUE = 0.7426E+06 CRITERION= 0.3599E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1848E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1848E-01 FORCE CONVERGENCE VALUE = 0.6031E+07 CRITERION= 0.6660E+06 MOMENT CONVERGENCE VALUE = 0.6764E+06 CRITERION= 0.4937E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2560E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2560E-02 FORCE CONVERGENCE VALUE = 0.2384E+07 CRITERION= 0.6750E+06 MOMENT CONVERGENCE VALUE = 0.6280E+06 CRITERION= 0.4314E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1633E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1633E-02 FORCE CONVERGENCE VALUE = 0.9236E+06 CRITERION= 0.6885E+06 MOMENT CONVERGENCE VALUE = 0.2508E+06 CRITERION= 0.4473E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1005E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1005E-02 FORCE CONVERGENCE VALUE = 0.3449E+06 CRITERION= 0.7023E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9389E+05 CRITERION= 0.4526E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5727E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5727E-03 FORCE CONVERGENCE VALUE = 0.1620E+06 CRITERION= 0.7166E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4304E+05 CRITERION= 0.4639E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 3 SUBSTEP 24 COMPLETED. CUM ITER = 485 *** TIME = 0.497000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3456E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 22.73 PERIOD= 0.4399E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.8606E+07 CRITERION= 0.6485E+06 MOMENT CONVERGENCE VALUE = 0.1757E+07 CRITERION= 0.3547E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9736E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9736E-02 FORCE CONVERGENCE VALUE = 0.6038E+07 CRITERION= 0.6733E+06 MOMENT CONVERGENCE VALUE = 0.7562E+06 CRITERION= 0.4332E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2371E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2371E-02 FORCE CONVERGENCE VALUE = 0.3063E+07 CRITERION= 0.6842E+06 MOMENT CONVERGENCE VALUE = 0.7395E+06 CRITERION= 0.4403E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1293E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1293E-02 FORCE CONVERGENCE VALUE = 0.1114E+07 CRITERION= 0.6976E+06 MOMENT CONVERGENCE VALUE = 0.3016E+06 CRITERION= 0.4491E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7099E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7099E-03 FORCE CONVERGENCE VALUE = 0.4323E+06 CRITERION= 0.7117E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1140E+06 CRITERION= 0.4584E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3214E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3214E-03 FORCE CONVERGENCE VALUE = 0.2004E+06 CRITERION= 0.7261E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5160E+05 CRITERION= 0.4677E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1472E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1472E-03 FORCE CONVERGENCE VALUE = 0.9110E+05 CRITERION= 0.7409E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2306E+05 CRITERION= 0.4773E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 25 COMPLETED. CUM ITER = 491 *** TIME = 0.501000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.4295E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 21.74 PERIOD= 0.4601E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1102E+08 CRITERION= 0.6572E+06 MOMENT CONVERGENCE VALUE = 0.2342E+07 CRITERION= 0.3395E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2393E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2393E-01 FORCE CONVERGENCE VALUE = 0.6503E+07 CRITERION= 0.6893E+06 MOMENT CONVERGENCE VALUE = 0.7239E+06 CRITERION= 0.6102E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2917E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2917E-02 FORCE CONVERGENCE VALUE = 0.2976E+07 CRITERION= 0.6925E+06 MOMENT CONVERGENCE VALUE = 0.7197E+06 CRITERION= 0.4533E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1309E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1309E-02 FORCE CONVERGENCE VALUE = 0.1183E+07 CRITERION= 0.7055E+06 MOMENT CONVERGENCE VALUE = 0.3145E+06 CRITERION= 0.4564E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7643E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7643E-03 FORCE CONVERGENCE VALUE = 0.4999E+06 CRITERION= 0.7196E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1270E+06 CRITERION= 0.4687E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4522E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4522E-03 FORCE CONVERGENCE VALUE = 0.2290E+06 CRITERION= 0.7341E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5771E+05 CRITERION= 0.4767E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2471E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2471E-03 FORCE CONVERGENCE VALUE = 0.1054E+06 CRITERION= 0.7490E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2632E+05 CRITERION= 0.4873E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 26 COMPLETED. CUM ITER = 497 *** TIME = 0.505000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.4099E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 22.12 PERIOD= 0.4522E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1102E+08 CRITERION= 0.6645E+06 MOMENT CONVERGENCE VALUE = 0.2343E+07 CRITERION= 0.3355E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3743E-01 LINE SEARCH PARAMETER = 0.9724 SCALED MAX DOF INC = -0.3640E-01 FORCE CONVERGENCE VALUE = 0.8493E+07 CRITERION= 0.7102E+06 MOMENT CONVERGENCE VALUE = 0.6570E+06 CRITERION= 0.9171E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3206E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3206E-02 FORCE CONVERGENCE VALUE = 0.2895E+07 CRITERION= 0.7002E+06 MOMENT CONVERGENCE VALUE = 0.6928E+06 CRITERION= 0.4670E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2002E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2002E-02 FORCE CONVERGENCE VALUE = 0.1152E+07 CRITERION= 0.7124E+06 MOMENT CONVERGENCE VALUE = 0.3057E+06 CRITERION= 0.4669E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1146E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1146E-02 FORCE CONVERGENCE VALUE = 0.5040E+06 CRITERION= 0.7264E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1312E+06 CRITERION= 0.4801E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6458E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6458E-03 FORCE CONVERGENCE VALUE = 0.2501E+06 CRITERION= 0.7408E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6437E+05 CRITERION= 0.4881E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3456E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3456E-03 FORCE CONVERGENCE VALUE = 0.1224E+06 CRITERION= 0.7558E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3104E+05 CRITERION= 0.4989E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 27 COMPLETED. CUM ITER = 503 *** TIME = 0.509000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2906E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 23.80 PERIOD= 0.4203E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1035E+08 CRITERION= 0.6704E+06 MOMENT CONVERGENCE VALUE = 0.2142E+07 CRITERION= 0.3493E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3189E-01 LINE SEARCH PARAMETER = 0.9933 SCALED MAX DOF INC = -0.3167E-01 FORCE CONVERGENCE VALUE = 0.8991E+07 CRITERION= 0.7268E+06 MOMENT CONVERGENCE VALUE = 0.7415E+06 CRITERION= 0.8781E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3550E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3550E-02 FORCE CONVERGENCE VALUE = 0.2623E+07 CRITERION= 0.7069E+06 MOMENT CONVERGENCE VALUE = 0.6978E+06 CRITERION= 0.4782E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2331E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2331E-02 FORCE CONVERGENCE VALUE = 0.1228E+07 CRITERION= 0.7187E+06 MOMENT CONVERGENCE VALUE = 0.3208E+06 CRITERION= 0.4765E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1297E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1297E-02 FORCE CONVERGENCE VALUE = 0.4810E+06 CRITERION= 0.7325E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1266E+06 CRITERION= 0.4895E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7045E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7045E-03 FORCE CONVERGENCE VALUE = 0.2446E+06 CRITERION= 0.7470E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6277E+05 CRITERION= 0.4981E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3706E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3706E-03 FORCE CONVERGENCE VALUE = 0.1209E+06 CRITERION= 0.7621E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3039E+05 CRITERION= 0.5088E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 28 COMPLETED. CUM ITER = 509 *** TIME = 0.513000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3311E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 22.82 PERIOD= 0.4382E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1067E+08 CRITERION= 0.6757E+06 MOMENT CONVERGENCE VALUE = 0.2156E+07 CRITERION= 0.3840E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1433E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1433E-01 FORCE CONVERGENCE VALUE = 0.9135E+07 CRITERION= 0.7343E+06 MOMENT CONVERGENCE VALUE = 0.8047E+06 CRITERION= 0.7223E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1809E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1809E-02 FORCE CONVERGENCE VALUE = 0.2726E+07 CRITERION= 0.7120E+06 MOMENT CONVERGENCE VALUE = 0.7417E+06 CRITERION= 0.4736E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1333E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1333E-02 FORCE CONVERGENCE VALUE = 0.1143E+07 CRITERION= 0.7239E+06 MOMENT CONVERGENCE VALUE = 0.3038E+06 CRITERION= 0.4787E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7809E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7809E-03 FORCE CONVERGENCE VALUE = 0.4691E+06 CRITERION= 0.7377E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1225E+06 CRITERION= 0.4899E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3691E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3691E-03 FORCE CONVERGENCE VALUE = 0.2322E+06 CRITERION= 0.7523E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5843E+05 CRITERION= 0.4993E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1776E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1776E-03 FORCE CONVERGENCE VALUE = 0.1109E+06 CRITERION= 0.7675E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2736E+05 CRITERION= 0.5097E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 29 COMPLETED. CUM ITER = 515 *** TIME = 0.517000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3771E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 20.68 PERIOD= 0.4835E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1163E+08 CRITERION= 0.6802E+06 MOMENT CONVERGENCE VALUE = 0.2363E+07 CRITERION= 0.4220E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1648E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1648E-01 FORCE CONVERGENCE VALUE = 0.9231E+07 CRITERION= 0.7399E+06 MOMENT CONVERGENCE VALUE = 0.7349E+06 CRITERION= 0.7742E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1960E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1960E-02 FORCE CONVERGENCE VALUE = 0.2539E+07 CRITERION= 0.7159E+06 MOMENT CONVERGENCE VALUE = 0.7124E+06 CRITERION= 0.4728E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1318E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1318E-02 FORCE CONVERGENCE VALUE = 0.1104E+07 CRITERION= 0.7283E+06 MOMENT CONVERGENCE VALUE = 0.2887E+06 CRITERION= 0.4858E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7394E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7394E-03 FORCE CONVERGENCE VALUE = 0.4928E+06 CRITERION= 0.7423E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1243E+06 CRITERION= 0.4943E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3617E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3617E-03 FORCE CONVERGENCE VALUE = 0.2499E+06 CRITERION= 0.7571E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6112E+05 CRITERION= 0.5049E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1790E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1790E-03 FORCE CONVERGENCE VALUE = 0.1237E+06 CRITERION= 0.7723E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2968E+05 CRITERION= 0.5150E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 30 COMPLETED. CUM ITER = 521 *** TIME = 0.521000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3458E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 18.65 PERIOD= 0.5362E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1123E+08 CRITERION= 0.6842E+06 MOMENT CONVERGENCE VALUE = 0.2275E+07 CRITERION= 0.4515E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3381E-01 LINE SEARCH PARAMETER = 0.9826 SCALED MAX DOF INC = -0.3322E-01 FORCE CONVERGENCE VALUE = 0.9029E+07 CRITERION= 0.7427E+06 MOMENT CONVERGENCE VALUE = 0.5921E+06 CRITERION= 0.8912E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3505E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3505E-02 FORCE CONVERGENCE VALUE = 0.2120E+07 CRITERION= 0.7198E+06 MOMENT CONVERGENCE VALUE = 0.5822E+06 CRITERION= 0.4734E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2161E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2161E-02 FORCE CONVERGENCE VALUE = 0.9630E+06 CRITERION= 0.7330E+06 MOMENT CONVERGENCE VALUE = 0.2479E+06 CRITERION= 0.4918E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1262E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1262E-02 FORCE CONVERGENCE VALUE = 0.4769E+06 CRITERION= 0.7472E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1180E+06 CRITERION= 0.4979E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7198E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7198E-03 FORCE CONVERGENCE VALUE = 0.2528E+06 CRITERION= 0.7621E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6081E+05 CRITERION= 0.5101E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4010E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4010E-03 FORCE CONVERGENCE VALUE = 0.1320E+06 CRITERION= 0.7775E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3129E+05 CRITERION= 0.5194E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 31 COMPLETED. CUM ITER = 527 *** TIME = 0.525000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2667E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 21.24 PERIOD= 0.4709E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.9373E+07 CRITERION= 0.6888E+06 MOMENT CONVERGENCE VALUE = 0.1831E+07 CRITERION= 0.4570E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3586E-01 LINE SEARCH PARAMETER = 0.9805 SCALED MAX DOF INC = -0.3516E-01 FORCE CONVERGENCE VALUE = 0.7859E+07 CRITERION= 0.7407E+06 MOMENT CONVERGENCE VALUE = 0.4843E+06 CRITERION= 0.8533E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3628E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3628E-02 FORCE CONVERGENCE VALUE = 0.1860E+07 CRITERION= 0.7248E+06 MOMENT CONVERGENCE VALUE = 0.4653E+06 CRITERION= 0.4743E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2375E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2375E-02 FORCE CONVERGENCE VALUE = 0.8488E+06 CRITERION= 0.7386E+06 MOMENT CONVERGENCE VALUE = 0.2167E+06 CRITERION= 0.4942E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1432E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1432E-02 FORCE CONVERGENCE VALUE = 0.4379E+06 CRITERION= 0.7530E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1076E+06 CRITERION= 0.4991E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8431E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8431E-03 FORCE CONVERGENCE VALUE = 0.2402E+06 CRITERION= 0.7681E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5780E+05 CRITERION= 0.5121E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4856E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4856E-03 FORCE CONVERGENCE VALUE = 0.1305E+06 CRITERION= 0.7836E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3094E+05 CRITERION= 0.5209E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 32 COMPLETED. CUM ITER = 533 *** TIME = 0.529000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2065E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 21.08 PERIOD= 0.4745E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.7696E+07 CRITERION= 0.6945E+06 MOMENT CONVERGENCE VALUE = 0.1424E+07 CRITERION= 0.4408E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1708E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1708E-01 FORCE CONVERGENCE VALUE = 0.5567E+07 CRITERION= 0.7350E+06 MOMENT CONVERGENCE VALUE = 0.4674E+06 CRITERION= 0.5949E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2371E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2371E-02 FORCE CONVERGENCE VALUE = 0.1732E+07 CRITERION= 0.7308E+06 MOMENT CONVERGENCE VALUE = 0.4572E+06 CRITERION= 0.4801E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1365E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1365E-02 FORCE CONVERGENCE VALUE = 0.7946E+06 CRITERION= 0.7449E+06 MOMENT CONVERGENCE VALUE = 0.2002E+06 CRITERION= 0.4959E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8539E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8539E-03 FORCE CONVERGENCE VALUE = 0.4119E+06 CRITERION= 0.7594E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1023E+06 CRITERION= 0.5025E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5135E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5135E-03 FORCE CONVERGENCE VALUE = 0.2281E+06 CRITERION= 0.7747E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5471E+05 CRITERION= 0.5147E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3012E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3012E-03 FORCE CONVERGENCE VALUE = 0.1241E+06 CRITERION= 0.7903E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.2944E+05 CRITERION= 0.5241E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 33 COMPLETED. CUM ITER = 539 *** TIME = 0.533000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1953E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 17.02 PERIOD= 0.5875E-01 PTS/CYC = 15. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.7565E+07 CRITERION= 0.7007E+06 MOMENT CONVERGENCE VALUE = 0.1406E+07 CRITERION= 0.4169E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1410E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1410E-01 FORCE CONVERGENCE VALUE = 0.5341E+07 CRITERION= 0.7338E+06 MOMENT CONVERGENCE VALUE = 0.4931E+06 CRITERION= 0.5475E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1283E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1283E-02 FORCE CONVERGENCE VALUE = 0.1859E+07 CRITERION= 0.7368E+06 MOMENT CONVERGENCE VALUE = 0.4750E+06 CRITERION= 0.4877E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7540E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7540E-03 FORCE CONVERGENCE VALUE = 0.8513E+06 CRITERION= 0.7506E+06 MOMENT CONVERGENCE VALUE = 0.2145E+06 CRITERION= 0.4943E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4825E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4825E-03 FORCE CONVERGENCE VALUE = 0.4436E+06 CRITERION= 0.7654E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1082E+06 CRITERION= 0.5062E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2877E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2877E-03 FORCE CONVERGENCE VALUE = 0.2434E+06 CRITERION= 0.7807E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5833E+05 CRITERION= 0.5155E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1673E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1673E-03 FORCE CONVERGENCE VALUE = 0.1325E+06 CRITERION= 0.7965E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3138E+05 CRITERION= 0.5266E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 34 COMPLETED. CUM ITER = 545 *** TIME = 0.537000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2055E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 17.15 PERIOD= 0.5830E-01 PTS/CYC = 15. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.7891E+07 CRITERION= 0.7063E+06 MOMENT CONVERGENCE VALUE = 0.1533E+07 CRITERION= 0.4104E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3874E-01 LINE SEARCH PARAMETER = 0.9572 SCALED MAX DOF INC = -0.3708E-01 FORCE CONVERGENCE VALUE = 0.7814E+07 CRITERION= 0.7407E+06 MOMENT CONVERGENCE VALUE = 0.4357E+06 CRITERION= 0.8062E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2932E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2932E-02 FORCE CONVERGENCE VALUE = 0.1698E+07 CRITERION= 0.7417E+06 MOMENT CONVERGENCE VALUE = 0.4299E+06 CRITERION= 0.4928E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2168E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2168E-02 FORCE CONVERGENCE VALUE = 0.7788E+06 CRITERION= 0.7554E+06 MOMENT CONVERGENCE VALUE = 0.1896E+06 CRITERION= 0.4941E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1318E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1318E-02 FORCE CONVERGENCE VALUE = 0.4367E+06 CRITERION= 0.7704E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1053E+06 CRITERION= 0.5086E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7538E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7538E-03 FORCE CONVERGENCE VALUE = 0.2519E+06 CRITERION= 0.7858E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5895E+05 CRITERION= 0.5167E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4222E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4222E-03 FORCE CONVERGENCE VALUE = 0.1439E+06 CRITERION= 0.8017E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3352E+05 CRITERION= 0.5285E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 35 COMPLETED. CUM ITER = 551 *** TIME = 0.541000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1741E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 21.57 PERIOD= 0.4636E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.7134E+07 CRITERION= 0.7110E+06 MOMENT CONVERGENCE VALUE = 0.1393E+07 CRITERION= 0.4130E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4746E-01 LINE SEARCH PARAMETER = 0.9103 SCALED MAX DOF INC = -0.4320E-01 FORCE CONVERGENCE VALUE = 0.8303E+07 CRITERION= 0.7452E+06 MOMENT CONVERGENCE VALUE = 0.3185E+06 CRITERION= 0.9549E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3048E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3048E-02 FORCE CONVERGENCE VALUE = 0.1271E+07 CRITERION= 0.7464E+06 MOMENT CONVERGENCE VALUE = 0.3143E+06 CRITERION= 0.4925E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2067E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2067E-02 FORCE CONVERGENCE VALUE = 0.7630E+06 CRITERION= 0.7603E+06 MOMENT CONVERGENCE VALUE = 0.1754E+06 CRITERION= 0.4935E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1220E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1220E-02 FORCE CONVERGENCE VALUE = 0.4325E+06 CRITERION= 0.7755E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1028E+06 CRITERION= 0.5077E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6777E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6777E-03 FORCE CONVERGENCE VALUE = 0.2365E+06 CRITERION= 0.7911E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5456E+05 CRITERION= 0.5163E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3635E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3635E-03 FORCE CONVERGENCE VALUE = 0.1623E+06 CRITERION= 0.8071E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3761E+05 CRITERION= 0.5276E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 36 COMPLETED. CUM ITER = 557 *** TIME = 0.545000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1090E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 24.28 PERIOD= 0.4119E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.5635E+07 CRITERION= 0.7158E+06 MOMENT CONVERGENCE VALUE = 0.1069E+07 CRITERION= 0.4088E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3118E-01 LINE SEARCH PARAMETER = 0.9714 SCALED MAX DOF INC = 0.3029E-01 FORCE CONVERGENCE VALUE = 0.4945E+07 CRITERION= 0.7470E+06 MOMENT CONVERGENCE VALUE = 0.3366E+06 CRITERION= 0.6754E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2523E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2523E-02 FORCE CONVERGENCE VALUE = 0.1410E+07 CRITERION= 0.7514E+06 MOMENT CONVERGENCE VALUE = 0.3424E+06 CRITERION= 0.4972E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1526E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1526E-02 FORCE CONVERGENCE VALUE = 0.7534E+06 CRITERION= 0.7659E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1735E+06 CRITERION= 0.5006E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8430E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8430E-03 FORCE CONVERGENCE VALUE = 0.4368E+06 CRITERION= 0.7812E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1050E+06 CRITERION= 0.5129E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4558E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4558E-03 FORCE CONVERGENCE VALUE = 0.2713E+06 CRITERION= 0.7970E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6235E+05 CRITERION= 0.5226E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2342E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2342E-03 FORCE CONVERGENCE VALUE = 0.1652E+06 CRITERION= 0.8131E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3856E+05 CRITERION= 0.5336E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 37 COMPLETED. CUM ITER = 563 *** TIME = 0.549000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1376E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 20.17 PERIOD= 0.4958E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.6061E+07 CRITERION= 0.7209E+06 MOMENT CONVERGENCE VALUE = 0.1222E+07 CRITERION= 0.4203E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7365E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7365E-02 FORCE CONVERGENCE VALUE = 0.2864E+07 CRITERION= 0.7492E+06 MOMENT CONVERGENCE VALUE = 0.3394E+06 CRITERION= 0.4972E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5845E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5845E-03 FORCE CONVERGENCE VALUE = 0.1461E+07 CRITERION= 0.7572E+06 MOMENT CONVERGENCE VALUE = 0.3653E+06 CRITERION= 0.5030E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3724E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3724E-03 FORCE CONVERGENCE VALUE = 0.7622E+06 CRITERION= 0.7721E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1687E+06 CRITERION= 0.5123E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2256E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2256E-03 FORCE CONVERGENCE VALUE = 0.4568E+06 CRITERION= 0.7875E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1101E+06 CRITERION= 0.5231E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1501E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1501E-03 FORCE CONVERGENCE VALUE = 0.2894E+06 CRITERION= 0.8034E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6545E+05 CRITERION= 0.5337E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9388E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9388E-04 FORCE CONVERGENCE VALUE = 0.1774E+06 CRITERION= 0.8197E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4121E+05 CRITERION= 0.5446E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 38 COMPLETED. CUM ITER = 569 *** TIME = 0.553000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1155E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 18.57 PERIOD= 0.5386E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.6090E+07 CRITERION= 0.7265E+06 MOMENT CONVERGENCE VALUE = 0.1250E+07 CRITERION= 0.4355E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2817E-01 LINE SEARCH PARAMETER = 0.9797 SCALED MAX DOF INC = 0.2760E-01 FORCE CONVERGENCE VALUE = 0.3744E+07 CRITERION= 0.7565E+06 MOMENT CONVERGENCE VALUE = 0.3105E+06 CRITERION= 0.6471E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2534E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2534E-02 FORCE CONVERGENCE VALUE = 0.1362E+07 CRITERION= 0.7634E+06 MOMENT CONVERGENCE VALUE = 0.3470E+06 CRITERION= 0.5058E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1166E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1166E-02 FORCE CONVERGENCE VALUE = 0.6948E+06 CRITERION= 0.7787E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1505E+06 CRITERION= 0.5214E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6720E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6720E-03 FORCE CONVERGENCE VALUE = 0.4226E+06 CRITERION= 0.7941E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1003E+06 CRITERION= 0.5302E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3695E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3695E-03 FORCE CONVERGENCE VALUE = 0.2669E+06 CRITERION= 0.8101E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5929E+05 CRITERION= 0.5418E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2016E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2016E-03 FORCE CONVERGENCE VALUE = 0.1653E+06 CRITERION= 0.8264E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3767E+05 CRITERION= 0.5525E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 3 SUBSTEP 39 COMPLETED. CUM ITER = 575 *** TIME = 0.557000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1120E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 24.09 PERIOD= 0.4150E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.5799E+07 CRITERION= 0.7324E+06 MOMENT CONVERGENCE VALUE = 0.1190E+07 CRITERION= 0.4503E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4128E-01 LINE SEARCH PARAMETER = 0.9225 SCALED MAX DOF INC = -0.3808E-01 FORCE CONVERGENCE VALUE = 0.5607E+07 CRITERION= 0.7624E+06 MOMENT CONVERGENCE VALUE = 0.2298E+06 CRITERION= 0.8256E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2991E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2991E-02 FORCE CONVERGENCE VALUE = 0.1045E+07 CRITERION= 0.7691E+06 MOMENT CONVERGENCE VALUE = 0.2707E+06 CRITERION= 0.5155E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1676E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1676E-02 FORCE CONVERGENCE VALUE = 0.5800E+06 CRITERION= 0.7847E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1193E+06 CRITERION= 0.5334E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1007E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1007E-02 FORCE CONVERGENCE VALUE = 0.3602E+06 CRITERION= 0.8003E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8495E+05 CRITERION= 0.5408E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5848E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5848E-03 FORCE CONVERGENCE VALUE = 0.2327E+06 CRITERION= 0.8165E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5030E+05 CRITERION= 0.5535E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 3 SUBSTEP 40 COMPLETED. CUM ITER = 580 *** TIME = 0.561000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.8857E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 30.17 PERIOD= 0.3314E-01 PTS/CYC = 8.3 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4574E+07 CRITERION= 0.7384E+06 MOMENT CONVERGENCE VALUE = 0.9063E+06 CRITERION= 0.4714E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3237E-01 LINE SEARCH PARAMETER = 0.9617 SCALED MAX DOF INC = -0.3113E-01 FORCE CONVERGENCE VALUE = 0.3855E+07 CRITERION= 0.7636E+06 MOMENT CONVERGENCE VALUE = 0.2390E+06 CRITERION= 0.6861E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2289E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2289E-02 FORCE CONVERGENCE VALUE = 0.4648E+06 CRITERION= 0.7738E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1122E+06 CRITERION= 0.5231E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1559E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1559E-02 FORCE CONVERGENCE VALUE = 0.2668E+06 CRITERION= 0.7896E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5093E+05 CRITERION= 0.5412E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 41 COMPLETED. CUM ITER = 583 *** TIME = 0.565000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2650E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 27.88 PERIOD= 0.3587E-01 PTS/CYC = 9.0 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.2744E+07 CRITERION= 0.7436E+06 MOMENT CONVERGENCE VALUE = 0.4791E+06 CRITERION= 0.4892E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7700E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7700E-02 FORCE CONVERGENCE VALUE = 0.1648E+07 CRITERION= 0.7608E+06 MOMENT CONVERGENCE VALUE = 0.2018E+06 CRITERION= 0.5313E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6215E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6215E-03 FORCE CONVERGENCE VALUE = 0.3422E+06 CRITERION= 0.7760E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8899E+05 CRITERION= 0.5318E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2511E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2511E-03 FORCE CONVERGENCE VALUE = 0.2481E+06 CRITERION= 0.7918E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4345E+05 CRITERION= 0.5436E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 42 COMPLETED. CUM ITER = 586 *** TIME = 0.569000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.4161E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 22.66 PERIOD= 0.4413E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1825E+07 CRITERION= 0.7456E+06 MOMENT CONVERGENCE VALUE = 0.2394E+06 CRITERION= 0.4986E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2182E-01 LINE SEARCH PARAMETER = 0.9826 SCALED MAX DOF INC = 0.2144E-01 FORCE CONVERGENCE VALUE = 0.2437E+07 CRITERION= 0.7618E+06 MOMENT CONVERGENCE VALUE = 0.2028E+06 CRITERION= 0.5699E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2591E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2591E-02 FORCE CONVERGENCE VALUE = 0.3732E+06 CRITERION= 0.7753E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8479E+05 CRITERION= 0.5320E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1516E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1516E-02 FORCE CONVERGENCE VALUE = 0.2303E+06 CRITERION= 0.7908E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4131E+05 CRITERION= 0.5362E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 43 COMPLETED. CUM ITER = 589 *** TIME = 0.573000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.4192E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 26.26 PERIOD= 0.3809E-01 PTS/CYC = 9.5 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1671E+07 CRITERION= 0.7445E+06 MOMENT CONVERGENCE VALUE = 0.1835E+06 CRITERION= 0.5038E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3554E-01 LINE SEARCH PARAMETER = 0.9055 SCALED MAX DOF INC = 0.3219E-01 FORCE CONVERGENCE VALUE = 0.4611E+07 CRITERION= 0.7629E+06 MOMENT CONVERGENCE VALUE = 0.1123E+06 CRITERION= 0.7262E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2739E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2739E-02 FORCE CONVERGENCE VALUE = 0.3592E+06 CRITERION= 0.7725E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6143E+05 CRITERION= 0.5328E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1647E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1647E-02 FORCE CONVERGENCE VALUE = 0.1688E+06 CRITERION= 0.7879E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3581E+05 CRITERION= 0.5368E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 3 SUBSTEP 44 COMPLETED. CUM ITER = 592 *** TIME = 0.577000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2365E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 31.04 PERIOD= 0.3222E-01 PTS/CYC = 8.1 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1876E+07 CRITERION= 0.7416E+06 MOMENT CONVERGENCE VALUE = 0.1483E+06 CRITERION= 0.5300E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3202E-01 LINE SEARCH PARAMETER = 0.9436 SCALED MAX DOF INC = -0.3021E-01 FORCE CONVERGENCE VALUE = 0.4201E+07 CRITERION= 0.7597E+06 MOMENT CONVERGENCE VALUE = 0.1927E+06 CRITERION= 0.7714E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1951E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1951E-02 FORCE CONVERGENCE VALUE = 0.6832E+06 CRITERION= 0.7702E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1557E+06 CRITERION= 0.5327E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1354E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1354E-02 FORCE CONVERGENCE VALUE = 0.7312E+06 CRITERION= 0.7855E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1703E+06 CRITERION= 0.5372E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7924E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7924E-03 FORCE CONVERGENCE VALUE = 0.3019E+06 CRITERION= 0.8015E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7037E+05 CRITERION= 0.5507E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4443E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4443E-03 FORCE CONVERGENCE VALUE = 0.6846E+05 CRITERION= 0.8178E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1674E+05 CRITERION= 0.5608E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 3 SUBSTEP 45 COMPLETED. CUM ITER = 597 *** TIME = 0.581000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.6497E-03 CRITERION = 0.1500 *** RESPONSE FREQ = 27.23 PERIOD= 0.3673E-01 PTS/CYC = 9.2 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3131E+07 CRITERION= 0.7391E+06 MOMENT CONVERGENCE VALUE = 0.5217E+06 CRITERION= 0.5488E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1264E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1264E-01 FORCE CONVERGENCE VALUE = 0.2016E+07 CRITERION= 0.7556E+06 MOMENT CONVERGENCE VALUE = 0.2244E+06 CRITERION= 0.5295E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8754E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8754E-03 FORCE CONVERGENCE VALUE = 0.1442E+07 CRITERION= 0.7698E+06 MOMENT CONVERGENCE VALUE = 0.3210E+06 CRITERION= 0.5259E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3148E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3148E-03 FORCE CONVERGENCE VALUE = 0.7218E+06 CRITERION= 0.7853E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1738E+06 CRITERION= 0.5348E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1901E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1901E-03 FORCE CONVERGENCE VALUE = 0.2864E+06 CRITERION= 0.8012E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6798E+05 CRITERION= 0.5463E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1090E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1090E-03 FORCE CONVERGENCE VALUE = 0.1637E+06 CRITERION= 0.8176E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3933E+05 CRITERION= 0.5572E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 3 SUBSTEP 46 COMPLETED. CUM ITER = 602 *** TIME = 0.585000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1166E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 20.97 PERIOD= 0.4769E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4769E+07 CRITERION= 0.7389E+06 MOMENT CONVERGENCE VALUE = 0.9162E+06 CRITERION= 0.5405E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1359E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1359E-01 FORCE CONVERGENCE VALUE = 0.2645E+07 CRITERION= 0.7587E+06 MOMENT CONVERGENCE VALUE = 0.2888E+06 CRITERION= 0.5459E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2163E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2163E-02 FORCE CONVERGENCE VALUE = 0.1827E+07 CRITERION= 0.7719E+06 MOMENT CONVERGENCE VALUE = 0.3993E+06 CRITERION= 0.5241E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1211E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1211E-02 FORCE CONVERGENCE VALUE = 0.7331E+06 CRITERION= 0.7876E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1844E+06 CRITERION= 0.5399E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7172E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7172E-03 FORCE CONVERGENCE VALUE = 0.3632E+06 CRITERION= 0.8036E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8683E+05 CRITERION= 0.5489E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3943E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3943E-03 FORCE CONVERGENCE VALUE = 0.1994E+06 CRITERION= 0.8200E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4815E+05 CRITERION= 0.5610E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 3 SUBSTEP 47 COMPLETED. CUM ITER = 607 *** TIME = 0.589000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1567E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 22.58 PERIOD= 0.4429E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.5999E+07 CRITERION= 0.7412E+06 MOMENT CONVERGENCE VALUE = 0.1236E+07 CRITERION= 0.5046E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2927E-01 LINE SEARCH PARAMETER = 0.9790 SCALED MAX DOF INC = 0.2865E-01 FORCE CONVERGENCE VALUE = 0.4306E+07 CRITERION= 0.7671E+06 MOMENT CONVERGENCE VALUE = 0.3355E+06 CRITERION= 0.6819E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2801E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2801E-02 FORCE CONVERGENCE VALUE = 0.2032E+07 CRITERION= 0.7776E+06 MOMENT CONVERGENCE VALUE = 0.4580E+06 CRITERION= 0.5243E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1733E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1733E-02 FORCE CONVERGENCE VALUE = 0.8178E+06 CRITERION= 0.7935E+06 MOMENT CONVERGENCE VALUE = 0.2051E+06 CRITERION= 0.5427E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1038E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1038E-02 FORCE CONVERGENCE VALUE = 0.4142E+06 CRITERION= 0.8096E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9875E+05 CRITERION= 0.5506E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5856E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5856E-03 FORCE CONVERGENCE VALUE = 0.2249E+06 CRITERION= 0.8261E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5385E+05 CRITERION= 0.5634E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 3 SUBSTEP 48 COMPLETED. CUM ITER = 612 *** TIME = 0.593000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1937E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 26.48 PERIOD= 0.3777E-01 PTS/CYC = 9.4 *** AUTO TIME STEP: NEXT TIME INC = 0.35000E-02 DECREASED (FACTOR = 0.8750) FORCE CONVERGENCE VALUE = 0.7227E+07 CRITERION= 0.7470E+06 MOMENT CONVERGENCE VALUE = 0.1537E+07 CRITERION= 0.4560E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2671E-01 LINE SEARCH PARAMETER = 0.9867 SCALED MAX DOF INC = -0.2636E-01 FORCE CONVERGENCE VALUE = 0.3812E+07 CRITERION= 0.7729E+06 MOMENT CONVERGENCE VALUE = 0.3306E+06 CRITERION= 0.6959E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2401E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2401E-02 FORCE CONVERGENCE VALUE = 0.1805E+07 CRITERION= 0.7849E+06 MOMENT CONVERGENCE VALUE = 0.4017E+06 CRITERION= 0.5292E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1057E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1057E-02 FORCE CONVERGENCE VALUE = 0.7876E+06 CRITERION= 0.8009E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1958E+06 CRITERION= 0.5452E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6220E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6220E-03 FORCE CONVERGENCE VALUE = 0.3991E+06 CRITERION= 0.8171E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9320E+05 CRITERION= 0.5541E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3394E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3394E-03 FORCE CONVERGENCE VALUE = 0.2180E+06 CRITERION= 0.8338E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5159E+05 CRITERION= 0.5665E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 3 SUBSTEP 49 COMPLETED. CUM ITER = 617 *** TIME = 0.596500 TIME INC = 0.350000E-02 *** MAX PLASTIC STRAIN STEP = 0.1609E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 26.84 PERIOD= 0.3726E-01 PTS/CYC = 11. *** AUTO STEP TIME: NEXT TIME INC = 0.35000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.6404E+07 CRITERION= 0.7542E+06 MOMENT CONVERGENCE VALUE = 0.1370E+07 CRITERION= 0.4217E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1898E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1898E-01 FORCE CONVERGENCE VALUE = 0.2767E+07 CRITERION= 0.7781E+06 MOMENT CONVERGENCE VALUE = 0.3423E+06 CRITERION= 0.5440E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1601E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1601E-02 FORCE CONVERGENCE VALUE = 0.1556E+07 CRITERION= 0.7923E+06 MOMENT CONVERGENCE VALUE = 0.3726E+06 CRITERION= 0.5358E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3812E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3812E-03 FORCE CONVERGENCE VALUE = 0.8727E+06 CRITERION= 0.8082E+06 MOMENT CONVERGENCE VALUE = 0.2045E+06 CRITERION= 0.5479E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2389E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2389E-03 FORCE CONVERGENCE VALUE = 0.4963E+06 CRITERION= 0.8245E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1158E+06 CRITERION= 0.5585E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1378E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1378E-03 FORCE CONVERGENCE VALUE = 0.2157E+06 CRITERION= 0.8413E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4983E+05 CRITERION= 0.5702E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5 *** LOAD STEP 3 SUBSTEP 50 COMPLETED. CUM ITER = 622 *** TIME = 0.600000 TIME INC = 0.350000E-02 *** MAX PLASTIC STRAIN STEP = 0.1302E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 22.60 PERIOD= 0.4424E-01 PTS/CYC = 13. **************************************************** *************** FINISHED SOLVE FOR LS 3 ************* **************************************************** ******************* SOLVE FOR LS 4 **************** PRINTOUT RESUMED BY /GOP USE AUTOMATIC TIME STEPPING THIS LOAD STEP USE 40 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DOFS FOR AUTOMATIC TIME STEPPING: USE 50 SUBSTEPS AS A MAXIMUM USE 30 SUBSTEPS AS A MINIMUM TIME= 0.80000 INCLUDE TRANSIENT EFFECTS FOR ALL DOFS THIS LOAD STEP ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE V ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE A ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC ***** ANSYS SOLVE COMMAND ***** *** NOTE *** CP = 187.094 TIME= 09:22:56 Nonlinear analysis, NROPT set to the FULL Newton-Raphson solution procedure for ALL degrees of freedom. 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 11.0 ***** ANSYS Academic Teaching Introductory 00224004 VERSION=INTEL NT 09:22:56 JUN 17, 2009 CP= 187.094 L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 4 TIME AT END OF THE LOAD STEP. . . . . . . . . . 0.80000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 40 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 50 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 30 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . YES STRESS-STIFFENING . . . . . . . . . . . . . . . ON TRANSIENT (INERTIA) EFFECTS STRUCTURAL DOFS. . . . . . . . . . . . . . . ON TRANSIENT INTEGRATION PARAMETERS GAMMA. . . . . . . . . . . . . . . . . . . . 0.10000 ALPHA. . . . . . . . . . . . . . . . . . . . 0.30250 DELTA. . . . . . . . . . . . . . . . . . . . 0.60000 USING HHT TIME INTEGRATION ALPHAF . . . . . . . . . . . . . . . . . . . 0.10000 ALPHAM . . . . . . . . . . . . . . . . . . . 0.0000 TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ COPY INTEGRATION POINT VALUES TO NODE . . . . . YES PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL NLOA ALL STRS ALL EPEL ALL EPPL ALL V ALL A ALL MISC ALL _ELMISC SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC. FORCE CONVERGENCE VALUE = 0.5943E+07 CRITERION= 0.7614E+06 MOMENT CONVERGENCE VALUE = 0.1273E+07 CRITERION= 0.4332E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2907E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2907E-01 FORCE CONVERGENCE VALUE = 0.6900E+07 CRITERION= 0.8017E+06 MOMENT CONVERGENCE VALUE = 0.7729E+06 CRITERION= 0.6139E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4098E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4098E-02 FORCE CONVERGENCE VALUE = 0.4454E+07 CRITERION= 0.8111E+06 MOMENT CONVERGENCE VALUE = 0.9129E+06 CRITERION= 0.5952E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1766E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1766E-02 FORCE CONVERGENCE VALUE = 0.2065E+07 CRITERION= 0.8261E+06 MOMENT CONVERGENCE VALUE = 0.5015E+06 CRITERION= 0.5978E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1104E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1104E-02 FORCE CONVERGENCE VALUE = 0.1042E+07 CRITERION= 0.8426E+06 MOMENT CONVERGENCE VALUE = 0.2409E+06 CRITERION= 0.6146E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7051E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7051E-03 FORCE CONVERGENCE VALUE = 0.5310E+06 CRITERION= 0.8595E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1203E+06 CRITERION= 0.6246E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4130E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4130E-03 FORCE CONVERGENCE VALUE = 0.2931E+06 CRITERION= 0.8769E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6556E+05 CRITERION= 0.6387E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2517E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2517E-03 FORCE CONVERGENCE VALUE = 0.1650E+06 CRITERION= 0.8947E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.3657E+05 CRITERION= 0.6510E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7 *** LOAD STEP 4 SUBSTEP 1 COMPLETED. CUM ITER = 629 *** TIME = 0.605000 TIME INC = 0.500000E-02 *** MAX PLASTIC STRAIN STEP = 0.4604E-02 CRITERION = 0.1500 *** RESPONSE FREQ = 25.58 PERIOD= 0.3909E-01 PTS/CYC = 7.8 *** AUTO TIME STEP: NEXT TIME INC = 0.40000E-02 DECREASED (FACTOR = 0.8000) FORCE CONVERGENCE VALUE = 0.1898E+08 CRITERION= 0.7772E+06 MOMENT CONVERGENCE VALUE = 0.4147E+07 CRITERION= 0.3783E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4703E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4703E-01 FORCE CONVERGENCE VALUE = 0.1385E+08 CRITERION= 0.8515E+06 MOMENT CONVERGENCE VALUE = 0.1530E+07 CRITERION= 0.9687E+05 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6945E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6945E-02 FORCE CONVERGENCE VALUE = 0.6828E+07 CRITERION= 0.8391E+06 MOMENT CONVERGENCE VALUE = 0.1369E+07 CRITERION= 0.6406E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2713E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2713E-02 FORCE CONVERGENCE VALUE = 0.2576E+07 CRITERION= 0.8529E+06 MOMENT CONVERGENCE VALUE = 0.6106E+06 CRITERION= 0.6415E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2343E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2343E-02 FORCE CONVERGENCE VALUE = 0.1118E+07 CRITERION= 0.8698E+06 MOMENT CONVERGENCE VALUE = 0.2582E+06 CRITERION= 0.6595E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1162E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1162E-02 FORCE CONVERGENCE VALUE = 0.5314E+06 CRITERION= 0.8871E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1178E+06 CRITERION= 0.6704E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6181E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6181E-03 FORCE CONVERGENCE VALUE = 0.2485E+06 CRITERION= 0.9051E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.5505E+05 CRITERION= 0.6854E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6 *** LOAD STEP 4 SUBSTEP 2 COMPLETED. CUM ITER = 635 *** TIME = 0.609000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1010E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 27.62 PERIOD= 0.3620E-01 PTS/CYC = 9.1 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3882E+08 CRITERION= 0.8053E+06 MOMENT CONVERGENCE VALUE = 0.8611E+07 CRITERION= 0.3857E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6316E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6316E-01 FORCE CONVERGENCE VALUE = 0.3081E+08 CRITERION= 0.9416E+06 MOMENT CONVERGENCE VALUE = 0.3112E+07 CRITERION= 0.1143E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1117E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1117E-01 FORCE CONVERGENCE VALUE = 0.1258E+08 CRITERION= 0.8897E+06 MOMENT CONVERGENCE VALUE = 0.1914E+07 CRITERION= 0.7032E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4550E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4550E-02 FORCE CONVERGENCE VALUE = 0.4484E+07 CRITERION= 0.9023E+06 MOMENT CONVERGENCE VALUE = 0.9951E+06 CRITERION= 0.7054E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5980E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5980E-02 FORCE CONVERGENCE VALUE = 0.2084E+07 CRITERION= 0.9190E+06 MOMENT CONVERGENCE VALUE = 0.4903E+06 CRITERION= 0.7238E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3620E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3620E-02 FORCE CONVERGENCE VALUE = 0.1119E+07 CRITERION= 0.9371E+06 MOMENT CONVERGENCE VALUE = 0.2043E+06 CRITERION= 0.7366E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2066E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2066E-02 FORCE CONVERGENCE VALUE = 0.5578E+06 CRITERION= 0.9560E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1499E+06 CRITERION= 0.7526E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1191E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1191E-02 FORCE CONVERGENCE VALUE = 0.5128E+06 CRITERION= 0.9753E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.8230E+05 CRITERION= 0.7675E+05 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7838E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7838E-03 FORCE CONVERGENCE VALUE = 0.2868E+06 CRITERION= 0.9951E+06 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7215E+05 CRITERION= 0.7834E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8 *** LOAD STEP 4 SUBSTEP 3 COMPLETED. CUM ITER = 643 *** TIME = 0.613000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2124E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 26.45 PERIOD= 0.3781E-01 PTS/CYC = 9.5 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.7511E+08 CRITERION= 0.8518E+06 MOMENT CONVERGENCE VALUE = 0.1634E+08 CRITERION= 0.4640E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7628E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7628E-01 FORCE CONVERGENCE VALUE = 0.6041E+08 CRITERION= 0.1050E+07 MOMENT CONVERGENCE VALUE = 0.5400E+07 CRITERION= 0.1528E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1492E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1492E-01 FORCE CONVERGENCE VALUE = 0.1949E+08 CRITERION= 0.9589E+06 MOMENT CONVERGENCE VALUE = 0.2344E+07 CRITERION= 0.7732E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6354E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6354E-02 FORCE CONVERGENCE VALUE = 0.8306E+07 CRITERION= 0.9699E+06 MOMENT CONVERGENCE VALUE = 0.1343E+07 CRITERION= 0.7789E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1923E-01 LINE SEARCH PARAMETER = 0.7196 SCALED MAX DOF INC = 0.1384E-01 FORCE CONVERGENCE VALUE = 0.1428E+08 CRITERION= 0.9865E+06 MOMENT CONVERGENCE VALUE = 0.1730E+07 CRITERION= 0.7969E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9602E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9602E-02 FORCE CONVERGENCE VALUE = 0.3275E+07 CRITERION= 0.1004E+07 MOMENT CONVERGENCE VALUE = 0.4337E+06 CRITERION= 0.8133E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4328E-02 LINE SEARCH PARAMETER = 0.7332 SCALED MAX DOF INC = -0.3173E-02 FORCE CONVERGENCE VALUE = 0.3498E+07 CRITERION= 0.1024E+07 MOMENT CONVERGENCE VALUE = 0.4449E+06 CRITERION= 0.8298E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2229E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2229E-02 FORCE CONVERGENCE VALUE = 0.1548E+07 CRITERION= 0.1045E+07 MOMENT CONVERGENCE VALUE = 0.1668E+06 CRITERION= 0.8468E+05 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6504E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6504E-03 FORCE CONVERGENCE VALUE = 0.1829E+06 CRITERION= 0.1066E+07 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4140E+05 CRITERION= 0.8641E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8 *** LOAD STEP 4 SUBSTEP 4 COMPLETED. CUM ITER = 651 *** TIME = 0.617000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.3779E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 25.48 PERIOD= 0.3924E-01 PTS/CYC = 9.8 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1238E+09 CRITERION= 0.9135E+06 MOMENT CONVERGENCE VALUE = 0.2408E+08 CRITERION= 0.6006E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9514E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9514E-01 FORCE CONVERGENCE VALUE = 0.8409E+08 CRITERION= 0.1164E+07 MOMENT CONVERGENCE VALUE = 0.7061E+07 CRITERION= 0.2004E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1878E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1878E-01 FORCE CONVERGENCE VALUE = 0.2863E+08 CRITERION= 0.1042E+07 MOMENT CONVERGENCE VALUE = 0.2941E+07 CRITERION= 0.8391E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9047E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9047E-02 FORCE CONVERGENCE VALUE = 0.1480E+08 CRITERION= 0.1050E+07 MOMENT CONVERGENCE VALUE = 0.1727E+07 CRITERION= 0.8474E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4115E-01 LINE SEARCH PARAMETER = 0.3613 SCALED MAX DOF INC = 0.1487E-01 FORCE CONVERGENCE VALUE = 0.2568E+08 CRITERION= 0.1070E+07 MOMENT CONVERGENCE VALUE = 0.2462E+07 CRITERION= 0.8659E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2160E-01 LINE SEARCH PARAMETER = 0.4943 SCALED MAX DOF INC = -0.1067E-01 FORCE CONVERGENCE VALUE = 0.9148E+07 CRITERION= 0.1088E+07 MOMENT CONVERGENCE VALUE = 0.1470E+07 CRITERION= 0.8840E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1277E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1277E-01 FORCE CONVERGENCE VALUE = 0.6259E+07 CRITERION= 0.1106E+07 MOMENT CONVERGENCE VALUE = 0.8040E+06 CRITERION= 0.9023E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5794E-02 LINE SEARCH PARAMETER = 0.4533 SCALED MAX DOF INC = -0.2627E-02 FORCE CONVERGENCE VALUE = 0.7735E+07 CRITERION= 0.1129E+07 MOMENT CONVERGENCE VALUE = 0.5557E+06 CRITERION= 0.9205E+05 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3256E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3256E-02 FORCE CONVERGENCE VALUE = 0.1674E+07 CRITERION= 0.1151E+07 MOMENT CONVERGENCE VALUE = 0.2220E+06 CRITERION= 0.9392E+05 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7383E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7383E-03 FORCE CONVERGENCE VALUE = 0.3696E+06 CRITERION= 0.1175E+07 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.7006E+05 CRITERION= 0.9583E+05 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 9 *** LOAD STEP 4 SUBSTEP 5 COMPLETED. CUM ITER = 660 *** TIME = 0.621000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.5469E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 24.08 PERIOD= 0.4153E-01 PTS/CYC = 10. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1800E+09 CRITERION= 0.9871E+06 MOMENT CONVERGENCE VALUE = 0.2995E+08 CRITERION= 0.7900E+05 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1231 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1231 FORCE CONVERGENCE VALUE = 0.8515E+08 CRITERION= 0.1313E+07 MOMENT CONVERGENCE VALUE = 0.6904E+07 CRITERION= 0.2823E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2736E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2736E-01 FORCE CONVERGENCE VALUE = 0.2100E+08 CRITERION= 0.1134E+07 MOMENT CONVERGENCE VALUE = 0.2196E+07 CRITERION= 0.9177E+05 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3516E-01 LINE SEARCH PARAMETER = 0.4464 SCALED MAX DOF INC = 0.1569E-01 FORCE CONVERGENCE VALUE = 0.2067E+08 CRITERION= 0.1165E+07 MOMENT CONVERGENCE VALUE = 0.2586E+07 CRITERION= 0.9288E+05 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2506E-01 LINE SEARCH PARAMETER = 0.5433 SCALED MAX DOF INC = -0.1361E-01 FORCE CONVERGENCE VALUE = 0.2980E+08 CRITERION= 0.1168E+07 MOMENT CONVERGENCE VALUE = 0.3008E+07 CRITERION= 0.9378E+05 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1416E-01 LINE SEARCH PARAMETER = 0.8024 SCALED MAX DOF INC = 0.1136E-01 FORCE CONVERGENCE VALUE = 0.2270E+08 CRITERION= 0.1178E+07 MOMENT CONVERGENCE VALUE = 0.1963E+07 CRITERION= 0.9526E+05 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5870E-02 LINE SEARCH PARAMETER = 0.4528 SCALED MAX DOF INC = -0.2658E-02 FORCE CONVERGENCE VALUE = 0.1534E+08 CRITERION= 0.1200E+07 MOMENT CONVERGENCE VALUE = 0.9989E+06 CRITERION= 0.9713E+05 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4161E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4161E-02 FORCE CONVERGENCE VALUE = 0.1039E+07 CRITERION= 0.1221E+07 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1647E+06 CRITERION= 0.9902E+05 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1650E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1650E-02 FORCE CONVERGENCE VALUE = 0.4730E+06 CRITERION= 0.1246E+07 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1349E+06 CRITERION= 0.1011E+06 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1149E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1149E-02 FORCE CONVERGENCE VALUE = 0.3128E+06 CRITERION= 0.1271E+07 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9812E+05 CRITERION= 0.1031E+06 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 9 *** LOAD STEP 4 SUBSTEP 6 COMPLETED. CUM ITER = 669 *** TIME = 0.625000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.7227E-01 CRITERION = 0.1500 *** RESPONSE FREQ = 20.18 PERIOD= 0.4954E-01 PTS/CYC = 12. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3110E+09 CRITERION= 0.1068E+07 MOMENT CONVERGENCE VALUE = 0.6490E+08 CRITERION= 0.1027E+06 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1498 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1498 FORCE CONVERGENCE VALUE = 0.6501E+08 CRITERION= 0.1478E+07 MOMENT CONVERGENCE VALUE = 0.5768E+07 CRITERION= 0.3418E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4206E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4206E-01 FORCE CONVERGENCE VALUE = 0.3881E+08 CRITERION= 0.1238E+07 MOMENT CONVERGENCE VALUE = 0.3364E+07 CRITERION= 0.1013E+06 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4494E-01 LINE SEARCH PARAMETER = 0.4419 SCALED MAX DOF INC = 0.1986E-01 FORCE CONVERGENCE VALUE = 0.4273E+08 CRITERION= 0.1284E+07 MOMENT CONVERGENCE VALUE = 0.4282E+07 CRITERION= 0.1018E+06 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2506E-01 LINE SEARCH PARAMETER = 0.3365 SCALED MAX DOF INC = 0.8432E-02 FORCE CONVERGENCE VALUE = 0.2353E+08 CRITERION= 0.1290E+07 MOMENT CONVERGENCE VALUE = 0.3203E+07 CRITERION= 0.1027E+06 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3703E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3703E-01 FORCE CONVERGENCE VALUE = 0.3111E+08 CRITERION= 0.1269E+07 MOMENT CONVERGENCE VALUE = 0.3186E+07 CRITERION= 0.1028E+06 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2782E-01 LINE SEARCH PARAMETER = 0.8117 SCALED MAX DOF INC = 0.2258E-01 FORCE CONVERGENCE VALUE = 0.3822E+08 CRITERION= 0.1292E+07 MOMENT CONVERGENCE VALUE = 0.6595E+07 CRITERION= 0.1051E+06 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3166E-01 LINE SEARCH PARAMETER = 0.1395 SCALED MAX DOF INC = 0.4418E-02 FORCE CONVERGENCE VALUE = 0.3114E+08 CRITERION= 0.1318E+07 MOMENT CONVERGENCE VALUE = 0.5432E+07 CRITERION= 0.1073E+06 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5381E-02 LINE SEARCH PARAMETER = 0.8440 SCALED MAX DOF INC = 0.4541E-02 FORCE CONVERGENCE VALUE = 0.3031E+08 CRITERION= 0.1342E+07 MOMENT CONVERGENCE VALUE = 0.4043E+07 CRITERION= 0.1095E+06 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3186E-02 LINE SEARCH PARAMETER = 0.8194 SCALED MAX DOF INC = 0.2611E-02 FORCE CONVERGENCE VALUE = 0.4459E+07 CRITERION= 0.1369E+07 MOMENT CONVERGENCE VALUE = 0.1267E+07 CRITERION= 0.1118E+06 EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1019E-02 LINE SEARCH PARAMETER = 0.4250 SCALED MAX DOF INC = -0.4330E-03 FORCE CONVERGENCE VALUE = 0.7369E+07 CRITERION= 0.1397E+07 MOMENT CONVERGENCE VALUE = 0.6373E+06 CRITERION= 0.1140E+06 EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9231E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9231E-03 FORCE CONVERGENCE VALUE = 0.6214E+06 CRITERION= 0.1425E+07 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.9605E+05 CRITERION= 0.1163E+06 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 11 *** LOAD STEP 4 SUBSTEP 7 COMPLETED. CUM ITER = 680 *** TIME = 0.629000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1277 CRITERION = 0.1500 *** RESPONSE FREQ = 19.87 PERIOD= 0.5032E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4799E+09 CRITERION= 0.1149E+07 MOMENT CONVERGENCE VALUE = 0.1407E+09 CRITERION= 0.1280E+06 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1635 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1635 FORCE CONVERGENCE VALUE = 0.5637E+08 CRITERION= 0.1560E+07 MOMENT CONVERGENCE VALUE = 0.5811E+07 CRITERION= 0.2850E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6461E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6461E-01 FORCE CONVERGENCE VALUE = 0.6005E+08 CRITERION= 0.1334E+07 MOMENT CONVERGENCE VALUE = 0.5640E+07 CRITERION= 0.1091E+06 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1207 LINE SEARCH PARAMETER = 0.3105 SCALED MAX DOF INC = -0.3747E-01 FORCE CONVERGENCE VALUE = 0.5161E+08 CRITERION= 0.1389E+07 MOMENT CONVERGENCE VALUE = 0.4756E+07 CRITERION= 0.1104E+06 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5253 LINE SEARCH PARAMETER = 0.1164 SCALED MAX DOF INC = 0.6118E-01 FORCE CONVERGENCE VALUE = 0.5031E+08 CRITERION= 0.1407E+07 MOMENT CONVERGENCE VALUE = 0.4751E+07 CRITERION= 0.1120E+06 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4082 LINE SEARCH PARAMETER = 0.9611E-01 SCALED MAX DOF INC = -0.3923E-01 FORCE CONVERGENCE VALUE = 0.3503E+08 CRITERION= 0.1429E+07 MOMENT CONVERGENCE VALUE = 0.4194E+07 CRITERION= 0.1139E+06 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6321E-01 LINE SEARCH PARAMETER = 0.2100 SCALED MAX DOF INC = -0.1327E-01 FORCE CONVERGENCE VALUE = 0.3290E+08 CRITERION= 0.1444E+07 MOMENT CONVERGENCE VALUE = 0.4213E+07 CRITERION= 0.1156E+06 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2416E-01 LINE SEARCH PARAMETER = 0.2711 SCALED MAX DOF INC = -0.6550E-02 FORCE CONVERGENCE VALUE = 0.3352E+08 CRITERION= 0.1458E+07 MOMENT CONVERGENCE VALUE = 0.5020E+07 CRITERION= 0.1173E+06 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1660E-01 LINE SEARCH PARAMETER = 0.9496 SCALED MAX DOF INC = -0.1576E-01 FORCE CONVERGENCE VALUE = 0.2553E+08 CRITERION= 0.1448E+07 MOMENT CONVERGENCE VALUE = 0.1801E+07 CRITERION= 0.1194E+06 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3843E-02 LINE SEARCH PARAMETER = 0.7904 SCALED MAX DOF INC = -0.3038E-02 FORCE CONVERGENCE VALUE = 0.4639E+07 CRITERION= 0.1475E+07 MOMENT CONVERGENCE VALUE = 0.1097E+07 CRITERION= 0.1220E+06 EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2199E-02 LINE SEARCH PARAMETER = 0.6845 SCALED MAX DOF INC = 0.1505E-02 FORCE CONVERGENCE VALUE = 0.3427E+07 CRITERION= 0.1503E+07 MOMENT CONVERGENCE VALUE = 0.2885E+06 CRITERION= 0.1244E+06 EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7556E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7556E-03 FORCE CONVERGENCE VALUE = 0.1126E+07 CRITERION= 0.1533E+07 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1127E+06 CRITERION= 0.1270E+06 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 11 *** LOAD STEP 4 SUBSTEP 8 COMPLETED. CUM ITER = 691 *** TIME = 0.633000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.1873 CRITERION = 0.1500 *** RESPONSE FREQ = 19.24 PERIOD= 0.5197E-01 PTS/CYC = 13. *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.3540E+09 CRITERION= 0.1237E+07 MOMENT CONVERGENCE VALUE = 0.1207E+09 CRITERION= 0.1485E+06 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2096 LINE SEARCH PARAMETER = 0.8326 SCALED MAX DOF INC = -0.1745 FORCE CONVERGENCE VALUE = 0.5030E+09 CRITERION= 0.1389E+07 MOMENT CONVERGENCE VALUE = 0.4198E+08 CRITERION= 0.1053E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8726E-01 LINE SEARCH PARAMETER = 0.8428 SCALED MAX DOF INC = 0.7354E-01 FORCE CONVERGENCE VALUE = 0.8420E+08 CRITERION= 0.1411E+07 MOMENT CONVERGENCE VALUE = 0.8415E+07 CRITERION= 0.1122E+06 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4129 LINE SEARCH PARAMETER = 0.5732E-01 SCALED MAX DOF INC = 0.2367E-01 FORCE CONVERGENCE VALUE = 0.7915E+08 CRITERION= 0.1454E+07 MOMENT CONVERGENCE VALUE = 0.8281E+07 CRITERION= 0.1154E+06 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8852E-01 LINE SEARCH PARAMETER = 0.1569 SCALED MAX DOF INC = 0.1389E-01 FORCE CONVERGENCE VALUE = 0.6661E+08 CRITERION= 0.1479E+07 MOMENT CONVERGENCE VALUE = 0.7434E+07 CRITERION= 0.1177E+06 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1498 LINE SEARCH PARAMETER = 0.9507E-01 SCALED MAX DOF INC = -0.1424E-01 FORCE CONVERGENCE VALUE = 0.6215E+08 CRITERION= 0.1507E+07 MOMENT CONVERGENCE VALUE = 0.7177E+07 CRITERION= 0.1203E+06 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1874E-01 LINE SEARCH PARAMETER = 0.3122 SCALED MAX DOF INC = -0.5852E-02 FORCE CONVERGENCE VALUE = 0.4386E+08 CRITERION= 0.1529E+07 MOMENT CONVERGENCE VALUE = 0.5462E+07 CRITERION= 0.1230E+06 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2250E-01 LINE SEARCH PARAMETER = 0.2584 SCALED MAX DOF INC = -0.5814E-02 FORCE CONVERGENCE VALUE = 0.3465E+08 CRITERION= 0.1556E+07 MOMENT CONVERGENCE VALUE = 0.4217E+07 CRITERION= 0.1258E+06 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5169E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5169E-02 FORCE CONVERGENCE VALUE = 0.2690E+07 CRITERION= 0.1573E+07 MOMENT CONVERGENCE VALUE = 0.5068E+06 CRITERION= 0.1294E+06 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1551E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1551E-02 FORCE CONVERGENCE VALUE = 0.9585E+06 CRITERION= 0.1603E+07 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1484E+06 CRITERION= 0.1319E+06 EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1200E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1200E-02 FORCE CONVERGENCE VALUE = 0.5157E+06 CRITERION= 0.1636E+07 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.6642E+05 CRITERION= 0.1347E+06 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 10 *** LOAD STEP 4 SUBSTEP 9 COMPLETED. CUM ITER = 701 *** TIME = 0.637000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2252 CRITERION = 0.1500 *** RESPONSE FREQ = 25.86 PERIOD= 0.3868E-01 PTS/CYC = 9.7 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.2394E+09 CRITERION= 0.1347E+07 MOMENT CONVERGENCE VALUE = 0.9685E+08 CRITERION= 0.1624E+06 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2820 LINE SEARCH PARAMETER = 0.6690 SCALED MAX DOF INC = -0.1887 FORCE CONVERGENCE VALUE = 0.8249E+09 CRITERION= 0.1477E+07 MOMENT CONVERGENCE VALUE = 0.6610E+08 CRITERION= 0.1317E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7417E-01 LINE SEARCH PARAMETER = 0.9507 SCALED MAX DOF INC = -0.7051E-01 FORCE CONVERGENCE VALUE = 0.5644E+08 CRITERION= 0.1552E+07 MOMENT CONVERGENCE VALUE = 0.5203E+07 CRITERION= 0.1299E+06 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4765 LINE SEARCH PARAMETER = 0.5638E-01 SCALED MAX DOF INC = -0.2686E-01 FORCE CONVERGENCE VALUE = 0.6507E+08 CRITERION= 0.1617E+07 MOMENT CONVERGENCE VALUE = 0.7637E+07 CRITERION= 0.1334E+06 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7602E-01 LINE SEARCH PARAMETER = 0.8326E-01 SCALED MAX DOF INC = 0.6329E-02 FORCE CONVERGENCE VALUE = 0.4862E+08 CRITERION= 0.1647E+07 MOMENT CONVERGENCE VALUE = 0.6608E+07 CRITERION= 0.1355E+06 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1711E-01 LINE SEARCH PARAMETER = 0.6853 SCALED MAX DOF INC = 0.1172E-01 FORCE CONVERGENCE VALUE = 0.3308E+08 CRITERION= 0.1653E+07 MOMENT CONVERGENCE VALUE = 0.3370E+07 CRITERION= 0.1349E+06 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6465E-02 LINE SEARCH PARAMETER = 0.8836 SCALED MAX DOF INC = -0.5712E-02 FORCE CONVERGENCE VALUE = 0.7768E+07 CRITERION= 0.1675E+07 MOMENT CONVERGENCE VALUE = 0.7577E+06 CRITERION= 0.1345E+06 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1921E-02 LINE SEARCH PARAMETER = 0.6745 SCALED MAX DOF INC = -0.1296E-02 FORCE CONVERGENCE VALUE = 0.2615E+07 CRITERION= 0.1709E+07 MOMENT CONVERGENCE VALUE = 0.2670E+06 CRITERION= 0.1368E+06 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1013E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1013E-02 FORCE CONVERGENCE VALUE = 0.5954E+06 CRITERION= 0.1743E+07 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.4980E+05 CRITERION= 0.1394E+06 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8 *** LOAD STEP 4 SUBSTEP 10 COMPLETED. CUM ITER = 709 *** TIME = 0.641000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2451 CRITERION = 0.1500 *** RESPONSE FREQ = 40.95 PERIOD= 0.2442E-01 PTS/CYC = 6.1 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.2399E+09 CRITERION= 0.1496E+07 MOMENT CONVERGENCE VALUE = 0.1181E+09 CRITERION= 0.1719E+06 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3160 LINE SEARCH PARAMETER = 0.6532 SCALED MAX DOF INC = -0.2064 FORCE CONVERGENCE VALUE = 0.9621E+09 CRITERION= 0.1760E+07 MOMENT CONVERGENCE VALUE = 0.7536E+08 CRITERION= 0.4272E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8325E-01 LINE SEARCH PARAMETER = 0.9858 SCALED MAX DOF INC = -0.8207E-01 FORCE CONVERGENCE VALUE = 0.4381E+08 CRITERION= 0.1771E+07 MOMENT CONVERGENCE VALUE = 0.4376E+07 CRITERION= 0.1498E+06 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2946 LINE SEARCH PARAMETER = 0.5175E-01 SCALED MAX DOF INC = -0.1525E-01 FORCE CONVERGENCE VALUE = 0.4625E+08 CRITERION= 0.1925E+07 MOMENT CONVERGENCE VALUE = 0.5775E+07 CRITERION= 0.1751E+06 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1368 LINE SEARCH PARAMETER = 0.5912E-01 SCALED MAX DOF INC = 0.8088E-02 FORCE CONVERGENCE VALUE = 0.4482E+08 CRITERION= 0.1953E+07 MOMENT CONVERGENCE VALUE = 0.5533E+07 CRITERION= 0.1754E+06 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5096E-01 LINE SEARCH PARAMETER = 0.3522 SCALED MAX DOF INC = 0.1795E-01 FORCE CONVERGENCE VALUE = 0.4905E+08 CRITERION= 0.1933E+07 MOMENT CONVERGENCE VALUE = 0.5291E+07 CRITERION= 0.1640E+06 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3166E-01 LINE SEARCH PARAMETER = 0.3951 SCALED MAX DOF INC = 0.1251E-01 FORCE CONVERGENCE VALUE = 0.4407E+08 CRITERION= 0.1931E+07 MOMENT CONVERGENCE VALUE = 0.3317E+07 CRITERION= 0.1580E+06 EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4105E-01 LINE SEARCH PARAMETER = 0.1462 SCALED MAX DOF INC = -0.6002E-02 FORCE CONVERGENCE VALUE = 0.2402E+08 CRITERION= 0.1961E+07 MOMENT CONVERGENCE VALUE = 0.2536E+07 CRITERION= 0.1590E+06 EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1541E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1541E-01 FORCE CONVERGENCE VALUE = 0.2009E+08 CRITERION= 0.1947E+07 MOMENT CONVERGENCE VALUE = 0.1532E+07 CRITERION= 0.1546E+06 EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2746E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2746E-02 FORCE CONVERGENCE VALUE = 0.7459E+06 CRITERION= 0.1987E+07 <<< CONVERGED MOMENT CONVERGENCE VALUE = 0.1319E+06 CRITERION= 0.1544E+06 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 9 *** LOAD STEP 4 SUBSTEP 11 COMPLETED. CUM ITER = 718 *** TIME = 0.645000 TIME INC = 0.400000E-02 *** MAX PLASTIC STRAIN STEP = 0.2427 CRITERION = 0.1500 *** RESPONSE FREQ = 61.47 PERIOD= 0.1627E-01 PTS/CYC = 4.1 *** AUTO STEP TIME: NEXT TIME INC = 0.40000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.2715E+09 CRITERION= 0.1672E+07 MOMENT CONVERGENCE VALUE = 0.1636E+09 CRITERION= 0.1688E+06 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3316 LINE SEARCH PARAMETER = 0.7077 SCALED MAX DOF INC = -0.2347 FORCE CONVERGENCE VALUE = 0.8009E+09 CRITERION= 0.2429E+07 MOMENT CONVERGENCE VALUE = 0.6278E+08 CRITERION= 0.5259E+06 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7004E-01 LINE SEARCH PARAMETER = 0.9718 SCALED MAX DOF INC = -0.6807E-01 FORCE CONVERGENCE VALUE = 0.4531E+08 CRITERION= 0.2037E+07 MOMENT CONVERGENCE VALUE = 0.4986E+07 CRITERION= 0.1922E+06 EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6371 LINE SEARCH PARAMETER = 0.8488E-01 SCALED MAX DOF INC = -0.5408E-01 FORCE CONVERGENCE VALUE = 0.5362E+08 CRITERION= 0.2201E+07 MOMENT CONVERGENCE VALUE = 0.5735E+07 CRITERION= 0.2331E+06 EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.311 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 0.6557E-01 FORCE CONVERGENCE VALUE = 0.6169E+08 CRITERION= 0.2233E+07 MOMENT CONVERGENCE VALUE = 0.6706E+07 CRITERION= 0.2315E+06 EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -4.784 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = -0.2392 FORCE CONVERGENCE VALUE = 0.6685E+08 CRITERION= 0.2266E+07 MOMENT CONVERGENCE VALUE = 0.7068E+07 CRITERION= 0.2302E+06 EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 7.059 LINE SEARCH PARAMETER = 0.5904 SCALED MAX DOF INC = 4.168 FORCE CONVERGENCE VALUE = 0.1051E+09 CRITERION= 0.2179E+07 MOMENT CONVERGENCE VALUE = 0.2301E+08 CRITERION= 0.1848E+06 *** WARNING *** CP = 221.781 TIME= 09:23:19 There are 6 small equation solver pivot terms. EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 5.681 LINE SEARCH PARAMETER = 0.7337E-01 SCALED MAX DOF INC = 0.4168 FORCE CONVERGENCE VALUE = 0.8083E+08 CRITERION= 0.2218E+07 MOMENT CONVERGENCE VALUE = 0.1264E+08 CRITERION= 0.1525E+06 *** WARNING *** CP = 222.203 TIME= 09:23:19 There are 5 small equation solver pivot terms. EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -3.615 LINE SEARCH PARAMETER = 0.1669 SCALED MAX DOF INC = -0.6035 FORCE CONVERGENCE VALUE = 0.1131E+09 CRITERION= 0.2250E+07 MOMENT CONVERGENCE VALUE = 0.2157E+08 CRITERION= 0.1534E+06 *** WARNING *** CP = 222.734 TIME= 09:23:20 There are 6 small equation solver pivot terms. EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 9.447 LINE SEARCH PARAMETER = 0.8515 SCALED MAX DOF INC = 8.044 FORCE CONVERGENCE VALUE = 0.1550E+09 CRITERION= 0.2238E+07 MOMENT CONVERGENCE VALUE = 0.1893E+08 CRITERION= 0.1563E+06 *** WARNING *** CP = 223.016 TIME= 09:23:20 There are 9 small equation solver pivot terms. EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 3.153 LINE SEARCH PARAMETER = 0.7293 SCALED MAX DOF INC = 2.299 FORCE CONVERGENCE VALUE = 0.1055E+09 CRITERION= 0.2273E+07 MOMENT CONVERGENCE VALUE = 0.3635E+08 CRITERION= 0.1496E+06 *** WARNING *** CP = 223.297 TIME= 09:23:20 There are 9 small equation solver pivot terms. EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 42.55 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 2.128 FORCE CONVERGENCE VALUE = 0.1138E+09 CRITERION= 0.2326E+07 MOMENT CONVERGENCE VALUE = 0.5149E+08 CRITERION= 0.1527E+06 *** WARNING *** CP = 223.672 TIME= 09:23:20 There are 14 small equation solver pivot terms. EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 326.0 LINE SEARCH PARAMETER = 0.5000E-01 SCALED MAX DOF INC = 16.30 FORCE CONVERGENCE VALUE = 0.2742E+09 CRITERION= 0.2371E+07 MOMENT CONVERGENCE VALUE = 0.7076E+08 CRITERION= 0.1620E+06 *** WARNING *** CP = 224.000 TIME= 09:23:20 There are 7 small equation solver pivot terms. EQUIL ITER 13 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -4.555 LINE SEARCH PARAMETER = 0.9776 SCALED MAX DOF INC = -4.453 FORCE CONVERGENCE VALUE = 0.4400E+09 CRITERION= 0.2426E+07 MOMENT CONVERGENCE VALUE = 0.4237E+08 CRITERION= 0.1595E+06 *** WARNING *** CP = 224.250 TIME= 09:23:21 There are 10 small equation solver pivot terms. EQUIL ITER 14 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -9.924 LINE SEARCH PARAMETER = 0.3571 SCALED MAX DOF INC = -3.544 FORCE CONVERGENCE VALUE = 0.3580E+09 CRITERION= 0.2472E+07 MOMENT CONVERGENCE VALUE = 0.1167E+10 CRITERION= 0.1740E+06 *** WARNING *** CP = 224.562 TIME= 09:23:21 There are 8 small equation solver pivot terms. EQUIL ITER 15 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 69.60 LINE SEARCH PARAMETER = 0.8721 SCALED MAX DOF INC = 60.70 FORCE CONVERGENCE VALUE = 0.5050E+10 CRITERION= 0.2487E+07 MOMENT CONVERGENCE VALUE = 0.6014E+09 CRITERION= 0.5230E+06 *** WARNING *** CP = 224.828 TIME= 09:23:21 There are 2 small equation solver pivot terms. EQUIL ITER 16 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 10.30 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 10.30 FORCE CONVERGENCE VALUE = 0.1697E+10 CRITERION= 0.2613E+07 MOMENT CONVERGENCE VALUE = 0.1059E+11 CRITERION= 0.1910E+06 *** WARNING *** CP = 225.109 TIME= 09:23:21 There are 10 small equation solver pivot terms. EQUIL ITER 17 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -7.694 *** WARNING *** CP = 225.188 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.188 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.188 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.188 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.188 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.188 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.188 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.188 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.188 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.188 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.188 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.188 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 Isotropic Plasticity algorithm does not converge for element 133, material ID 4. *** WARNING *** CP = 225.203 TIME= 09:23:21 The unconverged solution (identified as time 0.8 substep 999999) is output for analysis debug purposes. Results should not be used for any other purpose. R E S T A R T I N F O R M A T I O N REASON FOR TERMINATION. . . . . . . . . .ERROR IN ELEMENT FORMULATION FILES NEEDED FOR RESTARTING . . . . . . . file.osav file.db TIME OF LAST SOLUTION . . . . . . . . . . 0.64500 TIME AT START OF THE LOAD STEP . . . . 0.60000 TIME AT END OF THE LOAD STEP . . . . . 0.80000 ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED= 78 NUMBER OF ERROR MESSAGES ENCOUNTERED= 0 ***** PROBLEM TERMINATED BY INDICATED ERROR(S) OR BY END OF INPUT DATA ***** ***************************************************** CPU TIME SPENT FOR CONTACT DATABASE 0.000 CONTACT SEARCH 0.000 CONTACT ELEMENTS 0.750 OTHER ELEMENTS 151.875 EQUATION SOLVER 71.453 TOTAL SYSTEM 224.078 ***************************************************** *---------------------------------------------------------------------------* | | | ANSYS RUN COMPLETED | | | |---------------------------------------------------------------------------| | | | Release 11.0 UP20070125 INTEL NT | | | |---------------------------------------------------------------------------| | | | Maximum Scratch Memory Used = 12198664 Words 46.534 MB | | | |---------------------------------------------------------------------------| | | | CP Time (sec) = 225.219 Time = 09:23:21 | | Elapsed Time (sec) = 157.000 Date = 06/17/2009 | | | *---------------------------------------------------------------------------*