Ansys Mechanical Enterprise Academic Student *------------------------------------------------------------------* | | | W E L C O M E T O T H E A N S Y S (R) P R O G R A M | | | *------------------------------------------------------------------* *************************************************************** * ANSYS MAPDL 2024 R2 LEGAL NOTICES * *************************************************************** * * * Copyright 1971-2024 Ansys, Inc. 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Command is ignored. *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 19.4041667 TITLE= structural steel--Static Structural (B5) ACT Extensions: LSDYNA, 2024.2 5f463412-bd3e-484b-87e7-cbc0a665e474, wbex /COM, ANSYSMotion, 2024.2 20180725-3f81-49eb-9f31-41364844c769, wbex SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = C:\Users\Abel Tim\Documents\pws\simulations_V9\_ProjectScratch\ScrAA48\ SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_SOLVERFILES_DIR(1) = C:\Users\Abel Tim\Documents\pws\simulations_V9\structural steel_files\dp0\SYS\MECH\ SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_USERFILES_DIR(1) = C:\Users\Abel Tim\Documents\pws\simulations_V9\structural steel_files\user_files\ --- Data in consistent MKS units. See Solving Units in the help system for more 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 *** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2024 R2 24.2 *** Ansys Mechanical Enterprise Academic Student 01055371 VERSION=WINDOWS x64 19:24:15 FEB 02, 2025 CP= 0.312 structural steel--Static Structural (B5) ***** MAPDL ANALYSIS DEFINITION (PREP7) ***** *********** Nodes for the whole assembly *********** *********** Elements for Body 1 'cam\Solid' *********** *********** Send User Defined Coordinate System(s) *********** *********** Set Reference Temperature *********** *********** Send Materials *********** *********** Fixed Supports *********** *********** Define Force Using Surface Effect Elements *********** ***** ROUTINE COMPLETED ***** CP = 0.344 --- Number of total nodes = 2829 --- Number of contact elements = 10 --- Number of spring elements = 0 --- Number of bearing elements = 0 --- Number of solid elements = 1540 --- Number of condensed parts = 0 --- Number of total elements = 1550 *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 19.4041667 **************************************************************************** ************************* SOLUTION ******************************** **************************************************************************** ***** MAPDL SOLUTION ROUTINE ***** PERFORM A STATIC ANALYSIS THIS WILL BE A NEW ANALYSIS PARAMETER _THICKRATIO = 1.000000000 USE PRECONDITIONED CONJUGATE GRADIENT SOLVER CONVERGENCE TOLERANCE = 1.00000E-08 MAXIMUM ITERATION = NumNode*DofPerNode* 1.0000 CONTACT INFORMATION PRINTOUT LEVEL 1 CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS AND LIST DETAILED CONTACT PAIR INFORMATION SPLIT CONTACT SURFACES AT SOLVE PHASE NUMBER OF SPLITTING TBD BY PROGRAM DO NOT COMBINE ELEMENT MATRIX FILES (.emat) AFTER DISTRIBUTED PARALLEL SOLUTION DO NOT COMBINE ELEMENT SAVE DATA FILES (.esav) AFTER DISTRIBUTED PARALLEL SOLUTION NLDIAG: Nonlinear diagnostics CONT option is set to ON. Writing frequency : each ITERATION. DO NOT SAVE ANY RESTART FILES AT ALL **************************************************** ******************* SOLVE FOR LS 1 OF 1 **************** SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 2 TO 2 STEP 1 10 ELEMENTS (OF 1550 DEFINED) SELECTED BY ESEL COMMAND. SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 33 NODES (OF 2829 DEFINED) SELECTED FROM 10 SELECTED ELEMENTS BY NSLE COMMAND. SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 1 KVAL = 1 VALUES = 28.173 28.173 28.173 28.173 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 2 KVAL = 1 VALUES = 0.52809E+09 0.52809E+09 0.52809E+09 0.52809E+09 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 3 KVAL = 1 VALUES = 0.0000 0.0000 0.0000 0.0000 ALL SELECT FOR ITEM=NODE COMPONENT= IN RANGE 1 TO 2829 STEP 1 2829 NODES (OF 2829 DEFINED) SELECTED BY NSEL COMMAND. ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 2276 STEP 1 1550 ELEMENTS (OF 1550 DEFINED) SELECTED BY ESEL COMMAND. PRINTOUT RESUMED BY /GOP USE 1 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM TIME= 1.0000 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 EANG ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE ETMP ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE VENG 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 CONT ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES *GET ANSINTER_ FROM ACTI ITEM=INT VALUE= 0.00000000 *IF ANSINTER_ ( = 0.00000 ) NE 0 ( = 0.00000 ) THEN *ENDIF *** NOTE *** CP = 0.500 TIME= 19:24:15 The automatic domain decomposition logic has selected the MESH domain decomposition method with 2 processes per solution. ***** MAPDL SOLVE COMMAND ***** *** WARNING *** CP = 0.516 TIME= 19:24:15 Element shape checking is currently inactive. Issue SHPP,ON or SHPP,WARN to reactivate, if desired. *** NOTE *** CP = 0.516 TIME= 19:24:15 The model data was checked and warning messages were found. Please review output or errors file ( C:\Users\Abel Tim\Documents\pws\simulations_V9\_ProjectScratch\ScrAA48\file0.err ) for these warning messages. *** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS *** --- GIVE SUGGESTIONS AND RESET THE KEY OPTIONS --- ELEMENT TYPE 1 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. *** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2024 R2 24.2 *** Ansys Mechanical Enterprise Academic Student 01055371 VERSION=WINDOWS x64 19:24:15 FEB 02, 2025 CP= 0.516 structural steel--Static Structural (B5) 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 ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE) OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . . 273.15 EQUATION SOLVER OPTION. . . . . . . . . . . . .PCG TOLERANCE. . . . . . . . . . . . . . . . . . 1.00000E-08 GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC *** WARNING *** CP = 0.516 TIME= 19:24:15 Material number 2 (used by element 2267) should normally have at least one MP or one TB type command associated with it. Output of energy by material may not be available. *** NOTE *** CP = 0.516 TIME= 19:24:15 The step data was checked and warning messages were found. Please review output or errors file ( C:\Users\Abel Tim\Documents\pws\simulations_V9\_ProjectScratch\ScrAA48\file0.err ) for these warning messages. *** NOTE *** CP = 0.516 TIME= 19:24:15 The conditions for direct assembly have been met. No .emat or .erot files will be produced. D I S T R I B U T E D D O M A I N D E C O M P O S E R ...Number of elements: 1550 ...Number of nodes: 2829 ...Decompose to 2 CPU domains ...Element load balance ratio = 1.006 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. . . . . . . . . . 1.0000 NUMBER OF SUBSTEPS. . . . . . . . . . . . . . . 1 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL EANG ALL ETMP ALL VENG ALL STRS ALL EPEL ALL EPPL ALL CONT ALL SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 0.609 TIME= 19:24:15 The PCG solver has automatically set the level of difficulty for this model to 2. *********** PRECISE MASS SUMMARY *********** TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN Translational mass | Coupled translational/rotational mass 0.51768E-01 0.0000 0.0000 | 0.0000 -0.39204E-06 -0.10536E-02 0.0000 0.51768E-01 0.0000 | 0.39204E-06 0.0000 -0.32665E-03 0.0000 0.0000 0.51768E-01 | 0.10536E-02 0.32665E-03 0.0000 ------------------------------------------ | ------------------------------------------ | Rotational mass (inertia) | 0.30371E-04 0.66513E-05 -0.24633E-08 | 0.66513E-05 0.47850E-05 0.72554E-08 | -0.24633E-08 0.72554E-08 0.34093E-04 TOTAL MASS = 0.51768E-01 The mass principal axes coincide with the global Cartesian axes CENTER OF MASS (X,Y,Z)= -0.63100E-02 0.20353E-01 -0.75730E-05 TOTAL INERTIA ABOUT CENTER OF MASS 0.89267E-05 0.29173E-08 0.10402E-10 0.29173E-08 0.27238E-05 -0.72374E-09 0.10402E-10 -0.72374E-09 0.10587E-04 The inertia principal axes coincide with the global Cartesian axes *** MASS SUMMARY BY ELEMENT TYPE *** TYPE MASS 1 0.517676E-01 Range of element maximum matrix coefficients in global coordinates Maximum = 1.913788161E+09 at element 329. Minimum = 82120380.5 at element 1026. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 1540 SOLID187 0.172 0.000112 2 10 SURF154 0.000 0.000000 Time at end of element matrix formulation CP = 0.75. Iteration= 10 Ratio= 7.027552E-02 Limit= 1.000000E-08 Wall= 0.0 Iteration= 30 Ratio= 7.083987E-04 Limit= 1.000000E-08 Wall= 0.0 Iteration= 55 Ratio= 2.090646E-06 Limit= 1.000000E-08 Wall= 0.1 DISTRIBUTED PCG SOLVER SOLUTION CONVERGED DISTRIBUTED PCG SOLVER SOLUTION STATISTICS NUMBER OF ITERATIONS= 77 NUMBER OF EQUATIONS = 8487 LEVEL OF CONVERGENCE= 1 CALCULATED NORM = 0.72721E-08 SPECIFIED TOLERANCE = 0.10000E-07 TOTAL CPU TIME (sec)= 0.08 TOTAL WALL TIME(sec)= 0.15 TOTAL MEMORY (GB) = 0.00 *** ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 1540 SOLID187 0.094 0.000061 2 10 SURF154 0.000 0.000000 *** NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 1540 SOLID187 0.000 0.000000 2 10 SURF154 0.000 0.000000 *** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 1 *** TIME = 1.00000 TIME INC = 1.00000 NEW TRIANG MATRIX *** MAPDL BINARY FILE STATISTICS BUFFER SIZE USED= 16384 0.812 MB WRITTEN ON RESULTS FILE: file0.rst *************** Write FE CONNECTORS ********* WRITE OUT CONSTRAINT EQUATIONS TO FILE= file.ce **************************************************** *************** FINISHED SOLVE FOR LS 1 ************* *GET _WALLASOL FROM ACTI ITEM=TIME WALL VALUE= 19.4041667 PRINTOUT RESUMED BY /GOP *GET _PCGITER FROM ACTI ITEM=SOLU CGIT VALUE= 77.0000000 FINISH SOLUTION PROCESSING ***** ROUTINE COMPLETED ***** CP = 1.000 *** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2024 R2 24.2 *** Ansys Mechanical Enterprise Academic Student 01055371 VERSION=WINDOWS x64 19:24:15 FEB 02, 2025 CP= 1.000 structural steel--Static Structural (B5) ***** MAPDL RESULTS INTERPRETATION (POST1) ***** *** NOTE *** CP = 1.000 TIME= 19:24:15 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE). Set Encoding of XML File to:ISO-8859-1 Set Output of XML File to: PARM, , , , , , , , , , , , , , , , , , , DATABASE WRITTEN ON FILE parm.xml EXIT THE MAPDL POST1 DATABASE PROCESSOR ***** ROUTINE COMPLETED ***** CP = 1.000 PRINTOUT RESUMED BY /GOP *GET _WALLDONE FROM ACTI ITEM=TIME WALL VALUE= 19.4041667 PARAMETER _PREPTIME = 0.000000000 PARAMETER _SOLVTIME = 0.000000000 PARAMETER _POSTTIME = 0.000000000 PARAMETER _TOTALTIM = 0.000000000 *GET _DLBRATIO FROM ACTI ITEM=SOLU DLBR VALUE= 1.00645161 *GET _COMBTIME FROM ACTI ITEM=SOLU COMB VALUE= 0.167003000E-01 *GET _SSMODE FROM ACTI ITEM=SOLU SSMM VALUE= 0.00000000 *GET _NDOFS FROM ACTI ITEM=SOLU NDOF VALUE= 7911.00000 *GET _SOL_END_TIME FROM ACTI ITEM=SET TIME VALUE= 1.00000000 *IF _sol_end_time ( = 1.00000 ) EQ 1.000000 ( = 1.00000 ) THEN /FCLEAN COMMAND REMOVING ALL LOCAL FILES *ENDIF --- Total number of nodes = 2829 --- Total number of elements = 1550 --- Element load balance ratio = 1.00645161 --- Time to combine distributed files = 1.67003E-02 --- Sparse memory mode = 0 --- Number of DOF = 7911 EXIT MAPDL WITHOUT SAVING DATABASE NUMBER OF WARNING MESSAGES ENCOUNTERED= 2 NUMBER OF ERROR MESSAGES ENCOUNTERED= 0 +--------------------- M A P D L S T A T I S T I C S ------------------------+ Release: 2024 R2 Build: 24.2 Update: UP20240513 Platform: WINDOWS x64 Date Run: 02/02/2025 Time: 19:24 Process ID: 18388 Operating System: Windows 10 (Build: 19045) Processor Model: AMD Ryzen 3 3100 4-Core Processor Compiler: Intel(R) Fortran Compiler Classic Version 2021.9 (Build: 20230302) Intel(R) C/C++ Compiler Classic Version 2021.9 (Build: 20230302) AOCL-BLAS 4.2.1 Build 20240304 Number of machines requested : 1 Total number of cores available : 8 Number of physical cores available : 4 Number of processes requested : 2 Number of threads per process requested : 1 Total number of cores requested : 2 (Distributed Memory Parallel) MPI Type: INTELMPI MPI Version: Intel(R) MPI Library 2021.11 for Windows* OS GPU Acceleration: Not Requested Job Name: file0 Input File: dummy.dat Core Machine Name Working Directory ----------------------------------------------------- 0 DESKTOP-FJVEEFD C:\Users\Abel Tim\Documents\pws\simulations_V9\_ProjectScratch\ScrAA48 1 DESKTOP-FJVEEFD C:\Users\Abel Tim\Documents\pws\simulations_V9\_ProjectScratch\ScrAA48 Latency time from master to core 1 = 2.883 microseconds Communication speed from master to core 1 = 3261.94 MB/sec Total CPU time for main thread : 1.1 seconds Total CPU time summed for all threads : 1.3 seconds Elapsed time spent obtaining a license : 0.5 seconds Elapsed time spent pre-processing model (/PREP7) : 0.0 seconds Elapsed time spent solution - preprocessing : 0.1 seconds Elapsed time spent computing solution : 0.3 seconds Elapsed time spent solution - postprocessing : 0.0 seconds Elapsed time spent post-processing model (/POST1) : 0.0 seconds Equation solver used : PCG (symmetric) Equation solver computational rate : 4.0 Gflops Sum of disk space used on all processes : 5.1 MB Sum of memory used on all processes : 97.0 MB Sum of memory allocated on all processes : 2496.0 MB Physical memory available : 32 GB Total amount of I/O written to disk : 0.0 GB Total amount of I/O read from disk : 0.0 GB +------------------ E N D M A P D L S T A T I S T I C S -------------------+ *-----------------------------------------------------------------------------* | | | RUN COMPLETED | | | |-----------------------------------------------------------------------------| | | | Ansys MAPDL 2024 R2 Build 24.2 UP20240513 WINDOWS x64 | | | |-----------------------------------------------------------------------------| | | | Database Requested(-db) 1024 MB Scratch Memory Requested 1024 MB | | Max Database Used(Master) 3 MB Max Scratch Used(Master) 47 MB | | Max Database Used(Workers) 1 MB Max Scratch Used(Workers) 46 MB | | Sum Database Used(All) 4 MB Sum Scratch Used(All) 93 MB | | | |-----------------------------------------------------------------------------| | | | CP Time (sec) = 1.297 Time = 19:24:17 | | Elapsed Time (sec) = 4.000 Date = 02/02/2025 | | | *-----------------------------------------------------------------------------*