{"id":294974,"date":"2023-07-26T16:35:05","date_gmt":"2023-07-26T16:35:05","guid":{"rendered":"\/forum\/forums\/reply\/294974\/"},"modified":"2023-07-26T16:35:05","modified_gmt":"2023-07-26T16:35:05","slug":"294974","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/294974\/","title":{"rendered":"Reply To: HELPP ANSYS SIMULATION ERROR"},"content":{"rendered":"<p>&lt;p&gt;ANSYS Multiphysics &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&lt;br&gt;&nbsp;*&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;*&lt;br&gt;&nbsp;| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|&lt;br&gt;&nbsp;| &nbsp; 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Products Release 16.0 &nbsp;&nbsp;&lt;br&gt;&nbsp;ANSYS Mechanical Products Release 16.0 &nbsp;&lt;br&gt;&nbsp;ANSYS Autodyn Release 16.0 &nbsp;&lt;br&gt;&nbsp;ANSYS LS-DYNA Release 16.0 &nbsp;&lt;br&gt;&nbsp;ANSYS AIM Release 16.0 &nbsp;&lt;br&gt;&nbsp;ANSYS CFX (includes ANSYS CFD-Post) Release 16.0&lt;br&gt;&nbsp;ANSYS Fluent (includes ANSYS CFD-Post) Release 16.0&nbsp;&lt;br&gt;&nbsp;ANSYS TurboGrid Release 16.0&lt;br&gt;&nbsp;ANSYS Polyflow (includes ANSYS CFD-Post) Release 16.0 &nbsp;&nbsp;&lt;br&gt;&nbsp;ANSYS ICEM CFD Release 16.0&nbsp;&lt;br&gt;&nbsp;ANSYS Aqwa Release 16.0&nbsp;&lt;br&gt;&nbsp;ANSYS Composite PrepPost Release 16.0 &nbsp;&nbsp;&lt;br&gt;&nbsp;ANSYS Icepak (includes ANSYS CFD-Post) Release 16.0&nbsp;&lt;br&gt;&nbsp;Catia, Version 6 Release 16.0 &nbsp;&nbsp;&lt;br&gt;&nbsp;ANSYS, Inc. License Manager Release 16.0&lt;\/p&gt;&lt;p&gt;&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ***** &nbsp;ANSYS COMMAND LINE ARGUMENTS &nbsp;*****&lt;br&gt;&nbsp; BATCH MODE REQUESTED (-b) &nbsp; &nbsp;= NOLIST&lt;br&gt;&nbsp; INPUT FILE COPY MODE (-c) &nbsp; &nbsp;= COPY&lt;br&gt;&nbsp; DISTRIBUTED MEMORY PARALLEL REQUESTED&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp;4 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS&lt;br&gt;&nbsp; &nbsp; TOTAL OF &nbsp; &nbsp; 4 CORES REQUESTED&lt;br&gt;&nbsp; INPUT FILE NAME &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;= C:\\Users\\Yakuba\\AppData\\Local\\Temp\\WB_FARSAN_Yakub_10084_2\\_ProjectScratch\\Scr8F73\\dummy.dat&lt;br&gt;&nbsp; OUTPUT FILE NAME &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; = C:\\Users\\Yakuba\\AppData\\Local\\Temp\\WB_FARSAN_Yakub_10084_2\\_ProjectScratch\\Scr8F73\\solve.out&lt;br&gt;&nbsp; START-UP FILE MODE &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; = NOREAD&lt;br&gt;&nbsp; STOP FILE MODE &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; = NOREAD&lt;\/p&gt;&lt;p&gt;&nbsp;RELEASE= Release 16.0 &nbsp; &nbsp; &nbsp; &nbsp; BUILD= 16.0 &nbsp; &nbsp; &nbsp;UP20141203 &nbsp; VERSION=WINDOWS x64&nbsp;&lt;br&gt;&nbsp;CURRENT JOBNAME=file0 &nbsp;16:13:18 &nbsp;JUL 23, 2023 CP= &nbsp; &nbsp; &nbsp;1.500&lt;\/p&gt;&lt;p&gt;&lt;br&gt;&nbsp;PARAMETER _DS_PROGRESS = &nbsp; &nbsp; 999.0000000 &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;\/INPUT FILE= ds.dat &nbsp;LINE= &nbsp; &nbsp; &nbsp; 0&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;*** NOTE *** &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;CP = &nbsp; &nbsp; &nbsp; 2.609 &nbsp; TIME= 16:13:21&lt;br&gt;&nbsp;The \/CONFIG,NOELDB command is not valid in a Distributed ANSYS &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;br&gt;&nbsp;solution. &nbsp;Command is ignored. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;*GET &nbsp;_WALLSTRT &nbsp;FROM &nbsp;ACTI &nbsp;ITEM=TIME WALL &nbsp;VALUE= &nbsp;16.2225000 &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;TITLE=&nbsp;&lt;br&gt;&nbsp;unsaved_project&#8211;Static Structural (A5) &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;\/p&gt;&lt;p&gt;&lt;br&gt;&nbsp;SET PARAMETER DIMENSIONS ON &nbsp;_WB_PROJECTSCRATCH_DIR&lt;br&gt;&nbsp; TYPE=STRI &nbsp;DIMENSIONS= &nbsp; &nbsp; &nbsp;248 &nbsp; &nbsp; &nbsp; &nbsp;1 &nbsp; &nbsp; &nbsp; &nbsp;1&lt;\/p&gt;&lt;p&gt;&nbsp;PARAMETER _WB_PROJECTSCRATCH_DIR(1) = C:\\Users\\Yakuba\\AppData\\Local\\Temp\\WB_FARSAN_Yakub_10084_2\\_ProjectScratch\\Scr8F73\\&lt;\/p&gt;&lt;p&gt;&nbsp;SET PARAMETER DIMENSIONS ON &nbsp;_WB_SOLVERFILES_DIR&lt;br&gt;&nbsp; TYPE=STRI &nbsp;DIMENSIONS= &nbsp; &nbsp; &nbsp;248 &nbsp; &nbsp; &nbsp; &nbsp;1 &nbsp; &nbsp; &nbsp; &nbsp;1&lt;\/p&gt;&lt;p&gt;&nbsp;PARAMETER _WB_SOLVERFILES_DIR(1) = C:\\Users\\Yakuba\\AppData\\Local\\Temp\\WB_FARSAN_Yakub_10084_2\\unsaved_project_files\\dp0\\SYS\\MECH\\&lt;\/p&gt;&lt;p&gt;&nbsp;SET PARAMETER DIMENSIONS ON &nbsp;_WB_USERFILES_DIR&lt;br&gt;&nbsp; TYPE=STRI &nbsp;DIMENSIONS= &nbsp; &nbsp; &nbsp;248 &nbsp; &nbsp; &nbsp; &nbsp;1 &nbsp; &nbsp; &nbsp; &nbsp;1&lt;\/p&gt;&lt;p&gt;&nbsp;PARAMETER _WB_USERFILES_DIR(1) = C:\\Users\\Yakuba\\AppData\\Local\\Temp\\WB_FARSAN_Yakub_10084_2\\unsaved_project_files\\user_files\\&lt;br&gt;&nbsp;&#8212; Data in consistent MKS units. See Solving Units in the help system for more&lt;\/p&gt;&lt;p&gt;&nbsp;MKS UNITS SPECIFIED FOR INTERNAL &nbsp; &nbsp;&lt;br&gt;&nbsp; LENGTH &nbsp; &nbsp; &nbsp; &nbsp;(l) &nbsp;= METER (M)&lt;br&gt;&nbsp; MASS &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;(M) &nbsp;= KILOGRAM (KG)&lt;br&gt;&nbsp; TIME &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;(t) &nbsp;= SECOND (SEC)&lt;br&gt;&nbsp; TEMPERATURE &nbsp; (T) &nbsp;= CELSIUS (C)&lt;br&gt;&nbsp; TOFFSET &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;= 273.0&lt;br&gt;&nbsp; CHARGE &nbsp; &nbsp; &nbsp; &nbsp;(Q) &nbsp;= COULOMB&lt;br&gt;&nbsp; FORCE &nbsp; &nbsp; &nbsp; &nbsp; (f) &nbsp;= NEWTON (N) (KG-M\/SEC2)&lt;br&gt;&nbsp; HEAT &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; = JOULE (N-M)&lt;\/p&gt;&lt;p&gt;&nbsp; PRESSURE &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; = PASCAL (NEWTON\/M**2)&lt;br&gt;&nbsp; ENERGY &nbsp; &nbsp; &nbsp; &nbsp;(W) &nbsp;= JOULE (N-M)&lt;br&gt;&nbsp; POWER &nbsp; &nbsp; &nbsp; &nbsp; (P) &nbsp;= WATT (N-M\/SEC)&lt;br&gt;&nbsp; CURRENT &nbsp; &nbsp; &nbsp; (i) &nbsp;= AMPERE (COULOMBS\/SEC)&lt;br&gt;&nbsp; CAPACITANCE &nbsp; (C) &nbsp;= FARAD&lt;br&gt;&nbsp; INDUCTANCE &nbsp; &nbsp;(L) &nbsp;= HENRY&lt;br&gt;&nbsp; MAGNETIC FLUX &nbsp; &nbsp; &nbsp;= WEBER&lt;br&gt;&nbsp; RESISTANCE &nbsp; &nbsp;(R) &nbsp;= OHM&lt;br&gt;&nbsp; ELECTRIC POTENTIAL = VOLT&lt;\/p&gt;&lt;p&gt;&nbsp;INPUT &nbsp;UNITS ARE ALSO SET TO MKS&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;*** ANSYS &#8211; ENGINEERING ANALYSIS SYSTEM &nbsp;RELEASE Release 16.0 &nbsp; &nbsp; 16.0 &nbsp; &nbsp; ***&lt;br&gt;&nbsp;DISTRIBUTED ANSYS Multiphysics &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;00000000 &nbsp;VERSION=WINDOWS x64 &nbsp; 16:13:21 &nbsp;JUL 23, 2023 CP= &nbsp; &nbsp; &nbsp;2.625&lt;\/p&gt;&lt;p&gt;&nbsp;unsaved_project&#8211;Static Structural (A5) &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ***** ANSYS ANALYSIS DEFINITION (PREP7) *****&lt;br&gt;&nbsp;*********** Nodes for the whole assembly ***********&lt;br&gt;&nbsp;*********** Elements for Body 1 &#8220;Solid&#8221; ***********&lt;br&gt;&nbsp;*********** Send User Defined Coordinate System(s) ***********&lt;br&gt;&nbsp;*********** Set Reference Temperature ***********&lt;br&gt;&nbsp;*********** Send Materials ***********&lt;br&gt;&nbsp;*********** Fixed Supports ***********&lt;br&gt;&nbsp;*********** Define Force Using Surface Effect Elements ***********&lt;\/p&gt;&lt;p&gt;&lt;br&gt;&nbsp;***** ROUTINE COMPLETED ***** &nbsp;CP = &nbsp; &nbsp; &nbsp; &nbsp; 3.734&lt;\/p&gt;&lt;p&gt;&lt;br&gt;&nbsp;&#8212; Number of total nodes = 1066&lt;br&gt;&nbsp;&#8212; Number of contact elements = 4&lt;br&gt;&nbsp;&#8212; Number of spring elements = 0&lt;br&gt;&nbsp;&#8212; Number of bearing elements = 0&lt;br&gt;&nbsp;&#8212; Number of solid elements = 458&lt;br&gt;&nbsp;&#8212; Number of total elements = 462&lt;\/p&gt;&lt;p&gt;&nbsp;*GET &nbsp;_WALLBSOL &nbsp;FROM &nbsp;ACTI &nbsp;ITEM=TIME WALL &nbsp;VALUE= &nbsp;16.2233333 &nbsp; &nbsp;&lt;br&gt;&nbsp;****************************************************************************&lt;br&gt;&nbsp;************************* &nbsp; &nbsp;SOLUTION &nbsp; &nbsp; &nbsp; ********************************&lt;br&gt;&nbsp;****************************************************************************&lt;\/p&gt;&lt;p&gt;&nbsp;***** &nbsp;ANSYS SOLUTION ROUTINE &nbsp;*****&lt;\/p&gt;&lt;p&gt;&lt;br&gt;&nbsp;PERFORM A STATIC ANALYSIS&lt;br&gt;&nbsp; THIS WILL BE A NEW ANALYSIS&lt;\/p&gt;&lt;p&gt;&nbsp;USE SPARSE MATRIX DIRECT SOLVER&lt;\/p&gt;&lt;p&gt;&nbsp;CONTACT INFORMATION PRINTOUT LEVEL &nbsp; &nbsp; &nbsp; 1&lt;\/p&gt;&lt;p&gt;&nbsp;DO NOT COMBINE ELEMENT MATRIX FILES (.emat) AFTER DISTRIBUTED PARALLEL SOLUTION&lt;\/p&gt;&lt;p&gt;&nbsp;DO NOT COMBINE ELEMENT SAVE DATA FILES (.esav) AFTER DISTRIBUTED PARALLEL SOLUTION&lt;\/p&gt;&lt;p&gt;&nbsp;NLDIAG: Nonlinear diagnostics CONT option is set to ON.&nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp;Writing frequency : each ITERATION.&lt;\/p&gt;&lt;p&gt;&nbsp;DO NOT SAVE ANY RESTART FILES AT ALL&lt;br&gt;&nbsp;****************************************************&lt;br&gt;&nbsp;******************* SOLVE FOR LS 1 ****************&lt;\/p&gt;&lt;p&gt;&nbsp;SELECT &nbsp; &nbsp; &nbsp; FOR ITEM=TYPE COMPONENT= &nbsp; &nbsp;&lt;br&gt;&nbsp; IN RANGE &nbsp; &nbsp; &nbsp; &nbsp; 2 TO &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;2 STEP &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;1&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 4 &nbsp;ELEMENTS (OF &nbsp; &nbsp; &nbsp; &nbsp;462 &nbsp;DEFINED) SELECTED BY &nbsp;ESEL &nbsp;COMMAND.&lt;\/p&gt;&lt;p&gt;&nbsp;SELECT &nbsp; &nbsp; &nbsp;ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp; &nbsp; &nbsp;15 NODES (OF &nbsp; &nbsp; 1066 &nbsp;DEFINED) SELECTED FROM&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; 4 SELECTED ELEMENTS BY NSLE COMMAND.&lt;\/p&gt;&lt;p&gt;&nbsp;SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS &nbsp;LKEY = &nbsp;1 &nbsp; KVAL = 1&lt;br&gt;&nbsp; &nbsp; &nbsp; SET ACCORDING TO TABLE PARAMETER = _LOADVARI27X &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS &nbsp;LKEY = &nbsp;2 &nbsp; KVAL = 1&lt;br&gt;&nbsp; &nbsp; &nbsp; SET ACCORDING TO TABLE PARAMETER = _LOADVARI27Y &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS &nbsp;LKEY = &nbsp;3 &nbsp; KVAL = 1&lt;br&gt;&nbsp; &nbsp; &nbsp; SET ACCORDING TO TABLE PARAMETER = _LOADVARI27Z &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;ALL SELECT &nbsp; FOR ITEM=NODE COMPONENT= &nbsp; &nbsp;&lt;br&gt;&nbsp; IN RANGE &nbsp; &nbsp; &nbsp; &nbsp; 1 TO &nbsp; &nbsp; &nbsp; 1066 STEP &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;1&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp; &nbsp; &nbsp;1066 &nbsp;NODES (OF &nbsp; &nbsp; &nbsp; 1066 &nbsp;DEFINED) SELECTED BY NSEL &nbsp;COMMAND.&lt;\/p&gt;&lt;p&gt;&nbsp;ALL SELECT &nbsp; FOR ITEM=ELEM COMPONENT= &nbsp; &nbsp;&lt;br&gt;&nbsp; IN RANGE &nbsp; &nbsp; &nbsp; &nbsp; 1 TO &nbsp; &nbsp; &nbsp; &nbsp;462 STEP &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;1&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp; &nbsp; &nbsp; 462 &nbsp;ELEMENTS (OF &nbsp; &nbsp; &nbsp; &nbsp;462 &nbsp;DEFINED) SELECTED BY &nbsp;ESEL &nbsp;COMMAND.&lt;\/p&gt;&lt;p&gt;&nbsp;PRINTOUT RESUMED BY \/GOP&lt;\/p&gt;&lt;p&gt;&nbsp;USE &nbsp; &nbsp; &nbsp; 1 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL &nbsp;DEGREES OF FREEDOM&lt;br&gt;&nbsp;FOR AUTOMATIC TIME STEPPING:&lt;br&gt;&nbsp; &nbsp;USE &nbsp; &nbsp; &nbsp;1 SUBSTEPS AS A MAXIMUM&lt;br&gt;&nbsp; &nbsp;USE &nbsp; &nbsp; &nbsp;1 SUBSTEPS AS A MINIMUM&lt;\/p&gt;&lt;p&gt;&nbsp;TIME= &nbsp;1.0000 &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE.&lt;\/p&gt;&lt;p&gt;&lt;br&gt;&nbsp;WRITE ALL &nbsp;ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE&lt;br&gt;&nbsp; &nbsp;FOR ALL APPLICABLE ENTITIES&lt;\/p&gt;&lt;p&gt;&nbsp;WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL&nbsp;&lt;br&gt;&nbsp; &nbsp;FOR ALL APPLICABLE ENTITIES&lt;\/p&gt;&lt;p&gt;&nbsp;WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL&nbsp;&lt;br&gt;&nbsp; &nbsp;FOR ALL APPLICABLE ENTITIES&lt;\/p&gt;&lt;p&gt;&nbsp;WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL&nbsp;&lt;br&gt;&nbsp; &nbsp;FOR ALL APPLICABLE ENTITIES&lt;\/p&gt;&lt;p&gt;&nbsp;WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL&nbsp;&lt;br&gt;&nbsp; &nbsp;FOR ALL APPLICABLE ENTITIES&lt;\/p&gt;&lt;p&gt;&nbsp;WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL&nbsp;&lt;br&gt;&nbsp; &nbsp;FOR ALL APPLICABLE ENTITIES&lt;\/p&gt;&lt;p&gt;&nbsp;NONLINEAR STABILIZATION CONTROL:&lt;br&gt;&nbsp;KEY=OFF&nbsp;&lt;\/p&gt;&lt;p&gt;&lt;br&gt;&nbsp;*GET &nbsp;ANSINTER_ &nbsp;FROM &nbsp;ACTI &nbsp;ITEM=INT &nbsp; &nbsp; &nbsp; &nbsp;VALUE= &nbsp;0.00000000 &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;*IF &nbsp;ANSINTER_ &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ( = &nbsp; 0.00000 &nbsp; &nbsp; ) &nbsp;NE &nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp; 0 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ( = &nbsp; 0.00000 &nbsp; &nbsp; ) &nbsp;THEN &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;*ENDIF&lt;\/p&gt;&lt;p&gt;&nbsp;***** &nbsp;ANSYS SOLVE &nbsp; &nbsp;COMMAND &nbsp;*****&lt;\/p&gt;&lt;p&gt;&nbsp;*** WARNING *** &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; CP = &nbsp; &nbsp; &nbsp; 4.641 &nbsp; TIME= 16:13:25&lt;br&gt;&nbsp;Element shape checking is currently inactive. &nbsp;Issue SHPP,ON or &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;&nbsp;SHPP,WARN to reactivate, if desired. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;*** NOTE *** &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;CP = &nbsp; &nbsp; &nbsp; 4.656 &nbsp; TIME= 16:13:25&lt;br&gt;&nbsp;The model data was checked and warning messages were found. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;&nbsp; Please review output or errors file ( &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;br&gt;&nbsp;C:\\Users\\Yakuba\\AppData\\Local\\Temp\\WB_FARSAN_Yakub_10084_2\\_ProjectScra&nbsp;&lt;br&gt;&nbsp;atch\\Scr8F73\\file0.err ) for these warning messages. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;*** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS ***&lt;br&gt;&nbsp; &nbsp; &nbsp; &#8212; GIVE SUGGESTIONS AND RESET THE KEY OPTIONS &#8212;&lt;\/p&gt;&lt;p&gt;&nbsp;ELEMENT TYPE &nbsp; &nbsp;1 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE&lt;br&gt;&nbsp;HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;*** ANSYS &#8211; ENGINEERING ANALYSIS SYSTEM &nbsp;RELEASE Release 16.0 &nbsp; &nbsp; 16.0 &nbsp; &nbsp; ***&lt;br&gt;&nbsp;DISTRIBUTED ANSYS Multiphysics &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;00000000 &nbsp;VERSION=WINDOWS x64 &nbsp; 16:13:25 &nbsp;JUL 23, 2023 CP= &nbsp; &nbsp; &nbsp;4.672&lt;\/p&gt;&lt;p&gt;&nbsp;unsaved_project&#8211;Static Structural (A5) &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;S O L U T I O N &nbsp; O P T I O N S&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp;PROBLEM DIMENSIONALITY. . . . . . . . . . . . .3-D &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;br&gt;&nbsp; &nbsp;DEGREES OF FREEDOM. . . . . . UX &nbsp; UY &nbsp; UZ &nbsp;&lt;br&gt;&nbsp; &nbsp;ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE)&lt;br&gt;&nbsp; &nbsp;OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . . &nbsp;273.15 &nbsp; &nbsp;&lt;br&gt;&nbsp; &nbsp;EQUATION SOLVER OPTION. . . . . . . . . . . . .SPARSE &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;&nbsp; &nbsp;GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;*** WARNING *** &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; CP = &nbsp; &nbsp; &nbsp; 4.688 &nbsp; TIME= 16:13:25&lt;br&gt;&nbsp;Material number 2 (used by element 459 ) should normally have at least &nbsp;&lt;br&gt;&nbsp;one MP or one TB type command associated with it. &nbsp;Output of energy by &nbsp;&lt;br&gt;&nbsp;material may not be available. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;*** NOTE *** &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;CP = &nbsp; &nbsp; &nbsp; 4.688 &nbsp; TIME= 16:13:25&lt;br&gt;&nbsp;The step data was checked and warning messages were found. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;br&gt;&nbsp; Please review output or errors file ( &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;br&gt;&nbsp;C:\\Users\\Yakuba\\AppData\\Local\\Temp\\WB_FARSAN_Yakub_10084_2\\_ProjectScra&nbsp;&lt;br&gt;&nbsp;atch\\Scr8F73\\file0.err ) for these warning messages. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;*** NOTE *** &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;CP = &nbsp; &nbsp; &nbsp; 4.688 &nbsp; TIME= 16:13:25&lt;br&gt;&nbsp;The conditions for direct assembly have been met. &nbsp;No .emat or .erot &nbsp; &nbsp;&lt;br&gt;&nbsp;files will be produced. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;&nbsp;&lt;br&gt;&nbsp;&nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp;D I S T R I B U T E D &nbsp; D O M A I N &nbsp; D E C O M P O S E R&lt;br&gt;&nbsp;&nbsp;&lt;br&gt;&nbsp; &#8230;Number of elements: 462&lt;br&gt;&nbsp; &#8230;Number of nodes: &nbsp; &nbsp;1066&lt;br&gt;&nbsp; &#8230;Decompose to 4 CPU domains&lt;br&gt;&nbsp; &#8230;Element load balance ratio = &nbsp; &nbsp; 1.035&lt;\/p&gt;&lt;p&gt;&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; L O A D &nbsp; S T E P &nbsp; O P T I O N S&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp;LOAD STEP NUMBER. . . . . . . . . . . . . . . . &nbsp; &nbsp; 1&lt;br&gt;&nbsp; &nbsp;TIME AT END OF THE LOAD STEP. . . . . . . . . . &nbsp;1.0000 &nbsp; &nbsp;&lt;br&gt;&nbsp; &nbsp;NUMBER OF SUBSTEPS. . . . . . . . . . . . . . . &nbsp; &nbsp; 1&lt;br&gt;&nbsp; &nbsp;STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . &nbsp; &nbsp;NO&lt;br&gt;&nbsp; &nbsp;PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT&lt;br&gt;&nbsp; &nbsp;DATABASE OUTPUT CONTROLS&lt;br&gt;&nbsp; &nbsp; &nbsp; ITEM &nbsp; &nbsp; FREQUENCY &nbsp; COMPONENT&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp;ALL &nbsp; &nbsp; &nbsp; NONE &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp; NSOL &nbsp; &nbsp; &nbsp; &nbsp;ALL &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp; RSOL &nbsp; &nbsp; &nbsp; &nbsp;ALL &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp; STRS &nbsp; &nbsp; &nbsp; &nbsp;ALL &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp; EPEL &nbsp; &nbsp; &nbsp; &nbsp;ALL &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp; EPPL &nbsp; &nbsp; &nbsp; &nbsp;ALL &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;\/p&gt;&lt;p&gt;&lt;br&gt;&nbsp;SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;*********** &nbsp;PRECISE MASS SUMMARY &nbsp;***********&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp;TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;Translational mass &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; | &nbsp; Coupled translational\/rotational mass&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp;74.543 &nbsp; &nbsp; &nbsp; &nbsp;0.0000 &nbsp; &nbsp; &nbsp; &nbsp;0.0000 &nbsp; &nbsp; | &nbsp; &nbsp; 0.0000 &nbsp; &nbsp; &nbsp;-0.13576E-01 &nbsp;-0.82937E-02&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp;0.0000 &nbsp; &nbsp; &nbsp; &nbsp;74.543 &nbsp; &nbsp; &nbsp; &nbsp;0.0000 &nbsp; &nbsp; | &nbsp; &nbsp;0.13576E-01 &nbsp; &nbsp;0.0000 &nbsp; &nbsp; &nbsp; 0.35178E-01&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp;0.0000 &nbsp; &nbsp; &nbsp; &nbsp;0.0000 &nbsp; &nbsp; &nbsp; &nbsp;74.543 &nbsp; &nbsp; | &nbsp; &nbsp;0.82937E-02 &nbsp;-0.35178E-01 &nbsp; &nbsp;0.0000 &nbsp; &nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212; | &#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; | &nbsp; &nbsp; &nbsp; &nbsp; Rotational mass (inertia)&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; | &nbsp; &nbsp;0.66083E-01 &nbsp;-0.63907E-03 &nbsp; 0.85759E-03&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; | &nbsp; -0.63907E-03 &nbsp; &nbsp;20.834 &nbsp; &nbsp; &nbsp;-0.27442E-03&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; | &nbsp; &nbsp;0.85759E-03 &nbsp;-0.27442E-03 &nbsp; &nbsp;20.835 &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp;TOTAL MASS = &nbsp;74.543 &nbsp; &nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp;The mass principal axes coincide with the global Cartesian axes&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp;CENTER OF MASS (X,Y,Z)= &nbsp; 0.47192E-03 &nbsp; 0.11126E-03 &nbsp;-0.18212E-03&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp;TOTAL INERTIA ABOUT CENTER OF MASS&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; 0.66079E-01 &nbsp;-0.63516E-03 &nbsp; 0.85118E-03&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp;-0.63516E-03 &nbsp; &nbsp;20.834 &nbsp; &nbsp; &nbsp;-0.27593E-03&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; 0.85118E-03 &nbsp;-0.27593E-03 &nbsp; &nbsp;20.835 &nbsp; &nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp;The inertia principal axes coincide with the global Cartesian axes&lt;\/p&gt;&lt;p&gt;&lt;br&gt;&nbsp; *** MASS SUMMARY BY ELEMENT TYPE ***&lt;\/p&gt;&lt;p&gt;&nbsp; TYPE &nbsp; &nbsp; &nbsp;MASS&lt;br&gt;&nbsp; &nbsp; &nbsp;1 &nbsp; 74.5429 &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;Range of element maximum matrix coefficients in global coordinates&lt;br&gt;&nbsp;Maximum = 6.686368032E+10 at element 63. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;br&gt;&nbsp;Minimum = 2.912786913E+09 at element 406. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp;*** ELEMENT MATRIX FORMULATION TIMES&lt;br&gt;&nbsp; TYPE &nbsp; &nbsp;NUMBER &nbsp; ENAME &nbsp; &nbsp; &nbsp;TOTAL CP &nbsp;AVE CP&lt;\/p&gt;&lt;p&gt;&nbsp; &nbsp; &nbsp;1 &nbsp; &nbsp; &nbsp; 458 &nbsp;SOLID187 &nbsp; &nbsp; &nbsp;0.125 &nbsp; 0.000273&lt;br&gt;&nbsp; &nbsp; &nbsp;2 &nbsp; &nbsp; &nbsp; &nbsp; 4 &nbsp;SURF154 &nbsp; &nbsp; &nbsp; 0.016 &nbsp; 0.003906&lt;br&gt;&nbsp;Time at end of element matrix formulation CP = 4.890625. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;DISTRIBUTED SPARSE MATRIX DIRECT SOLVER.&lt;br&gt;&nbsp; Number of equations = &nbsp; &nbsp; &nbsp; &nbsp;3153, &nbsp; &nbsp;Maximum wavefront = &nbsp; &nbsp;156&lt;\/p&gt;&lt;p&gt;&nbsp; Local memory allocated for solver &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;= &nbsp; &nbsp; &nbsp;2.463 MB&lt;br&gt;&nbsp; Local memory required for in-core solution &nbsp; &nbsp; = &nbsp; &nbsp; &nbsp;2.369 MB&lt;br&gt;&nbsp; Local memory required for out-of-core solution = &nbsp; &nbsp; &nbsp;1.588 MB&lt;\/p&gt;&lt;p&gt;&nbsp; Total memory allocated for solver &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;= &nbsp; &nbsp; &nbsp;8.548 MB&lt;br&gt;&nbsp; Total memory required for in-core solution &nbsp; &nbsp; = &nbsp; &nbsp; &nbsp;8.230 MB&lt;br&gt;&nbsp; Total memory required for out-of-core solution = &nbsp; &nbsp; &nbsp;5.897 MB&lt;\/p&gt;&lt;p&gt;&nbsp;*** NOTE *** &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;CP = &nbsp; &nbsp; &nbsp; 4.938 &nbsp; TIME= 16:13:27&lt;br&gt;&nbsp;The Distributed Sparse Matrix Solver is currently running in the &nbsp; &nbsp; &nbsp; &nbsp;&lt;br&gt;&nbsp;in-core memory mode. &nbsp;This memory mode uses the most amount of memory &nbsp;&nbsp;&lt;br&gt;&nbsp;in order to avoid using the hard drive as much as possible, which most &nbsp;&lt;br&gt;&nbsp;often results in the fastest solution time. &nbsp;This mode is recommended &nbsp;&nbsp;&lt;br&gt;&nbsp;if enough physical memory is present to accommodate all of the solver &nbsp;&nbsp;&lt;br&gt;&nbsp;data. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;*** ERROR *** &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; CP = &nbsp; &nbsp; &nbsp; 4.938 &nbsp; TIME= 16:13:27&lt;br&gt;&nbsp;An unexpected error ( SIG$ILL ) has occurred&#8230; &nbsp;ANSYS internal data &nbsp; &nbsp;&lt;br&gt;&nbsp;has been corrupted. &nbsp;ANSYS is unable to recover and will terminate. &nbsp; &nbsp;&nbsp;&lt;br&gt;&nbsp;Previously saved files are unaffected. &nbsp;Please send the data leading &nbsp; &nbsp;&lt;br&gt;&nbsp;to this operation to your technical support provider, as this will &nbsp; &nbsp; &nbsp;&lt;br&gt;&nbsp;allow ANSYS, Inc to improve the program. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;Current ANSYS Traceback:&lt;br&gt;&nbsp; &nbsp; &nbsp;mf2Factor &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp;DSPmain &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp;SolveFULL &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp;svkan &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp;solvcl &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;br&gt;&nbsp; &nbsp; &nbsp;ANSYS&lt;\/p&gt;&lt;p&gt;&lt;br&gt;&nbsp;*&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;*&lt;br&gt;&nbsp;| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |&lt;br&gt;&nbsp;| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; DISTRIBUTED ANSYS RUN COMPLETED &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |&lt;br&gt;&nbsp;| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |&lt;br&gt;&nbsp;|&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;|&lt;br&gt;&nbsp;| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |&lt;br&gt;&nbsp;| Ansys Release 16.0 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;Build 16.0 &nbsp; &nbsp; &nbsp; &nbsp; UP20141203 &nbsp; &nbsp; WINDOWS x64 |&lt;br&gt;&nbsp;| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |&lt;br&gt;&nbsp;|&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;|&lt;br&gt;&nbsp;| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |&lt;br&gt;&nbsp;| Database Requested(-db) &nbsp;1024 MB &nbsp; &nbsp;Scratch Memory Requested &nbsp; &nbsp; &nbsp;1024 MB |&lt;br&gt;&nbsp;| Maximum Database Used &nbsp; &nbsp; &nbsp; 1 MB &nbsp; &nbsp;Maximum Scratch Memory Used &nbsp; &nbsp; 36 MB |&lt;br&gt;&nbsp;| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |&lt;br&gt;&nbsp;|&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;|&lt;br&gt;&nbsp;| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |&lt;br&gt;&nbsp;| &nbsp; &nbsp; &nbsp; &nbsp;CP Time &nbsp; &nbsp; &nbsp;(sec) = &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;5.109 &nbsp; &nbsp; &nbsp; Time &nbsp;= &nbsp;16:13:28 &nbsp; &nbsp; &nbsp; &nbsp;|&lt;br&gt;&nbsp;| &nbsp; &nbsp; &nbsp; &nbsp;Elapsed Time (sec) = &nbsp; &nbsp; &nbsp; &nbsp; 13.000 &nbsp; &nbsp; &nbsp; Date &nbsp;= &nbsp;07\/23\/2023 &nbsp; &nbsp; &nbsp;|&lt;br&gt;&nbsp;| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |&lt;br&gt;&nbsp;*&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;&#8212;*&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-294974","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/294974","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/reply"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/294974\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=294974"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}