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diff --git a/simulations_V8/structural steel_files/dp0/SYS/MECH/solve.out b/simulations_V8/structural steel_files/dp0/SYS/MECH/solve.out new file mode 100755 index 0000000..c3336e8 --- /dev/null +++ b/simulations_V8/structural steel_files/dp0/SYS/MECH/solve.out @@ -0,0 +1,664 @@ + + 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. All rights reserved. * + * Unauthorized use, distribution or duplication is * + * prohibited. * + * * + * Ansys is a registered trademark of Ansys, Inc. or its * + * subsidiaries in the United States or other countries. * + * See the Ansys, Inc. online documentation or the Ansys, Inc. * + * documentation CD or online help for the complete Legal * + * Notice. * + * * + *************************************************************** + * * + * THIS ANSYS SOFTWARE PRODUCT AND PROGRAM DOCUMENTATION * + * INCLUDE TRADE SECRETS AND CONFIDENTIAL AND PROPRIETARY * + * PRODUCTS OF ANSYS, INC., ITS SUBSIDIARIES, OR LICENSORS. * + * The software products and documentation are furnished by * + * Ansys, Inc. or its subsidiaries 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. is a UL registered * + * ISO 9001:2015 company. * + * * + *************************************************************** + * * + * This product is subject to U.S. laws governing export and * + * re-export. * + * * + * 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). * + * * + *************************************************************** + + 2024 R2 + + Point Releases and Patches installed: + + Ansys Service Pack 2024 R2.23068672 + Discovery 2024 R2.23068672 + Core WB Files 2024 R2.23068672 + Ansys Dynamic Reporting 2024 R2.23068672 + SpaceClaim 2024 R2.23068672 + CFX (includes CFD-Post) 2024 R2.23068672 + Chemkin 2024 R2.23068672 + EnSight 2024 R2.23068672 + FENSAP-ICE 2024 R2.23068672 + Fluent (includes CFD-Post) 2024 R2.23068672 + Polyflow (includes CFD-Post) 2024 R2.23068672 + Forte (includes EnSight) 2024 R2.23068672 + TurboGrid 2024 R2.23068672 + ACIS Geometry Interface 2024 R2.23068672 + AutoCAD Geometry Interface 2024 R2.23068672 + Catia, Version 4 Geometry Interface 2024 R2.23068672 + Catia, Version 5 Geometry Interface 2024 R2.23068672 + Catia, Version 6 Geometry Interface 2024 R2.23068672 + Creo Elements/Direct Modeling Geometry Interface 2024 R2.23068672 + Creo Parametric Geometry Interface 2024 R2.23068672 + Inventor Geometry Interface 2024 R2.23068672 + JTOpen Geometry Interface 2024 R2.23068672 + NX Geometry Interface 2024 R2.23068672 + Parasolid Geometry Interface 2024 R2.23068672 + Solid Edge Geometry Interface 2024 R2.23068672 + SOLIDWORKS Geometry Interface 2024 R2.23068672 + Speos 2024 R2.23068672 + Aqwa 2024 R2.23068672 + Autodyn 2024 R2.23068672 + Material Calibration App 2024 R2.23068672 + Customization Files for User Programmable Features 2024 R2.23068672 + Mechanical Products 2024 R2.23068672 + Motion 2024 R2.23068672 + Academic Student 2024 R2.23068672 + + + ***** MAPDL COMMAND LINE ARGUMENTS ***** + BATCH MODE REQUESTED (-b) = NOLIST + INPUT FILE COPY MODE (-c) = COPY + DISTRIBUTED MEMORY PARALLEL REQUESTED + 2 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS + TOTAL OF 2 CORES REQUESTED + INPUT FILE NAME = C:\Users\Abel Tim\Documents\pws\simulations\_ProjectScratch\Scr7A0B\dummy.dat + OUTPUT FILE NAME = C:\Users\Abel Tim\Documents\pws\simulations\_ProjectScratch\Scr7A0B\solve.out + START-UP FILE MODE = NOREAD + STOP FILE MODE = NOREAD + + RELEASE= 2024 R2 BUILD= 24.2 UP20240513 VERSION=WINDOWS x64 + CURRENT JOBNAME=file0 14:06:04 FEB 02, 2025 CP= 0.062 + + + PARAMETER _DS_PROGRESS = 999.0000000 + + /INPUT FILE= ds.dat LINE= 0 + + + + *** NOTE *** CP = 0.234 TIME= 14:06:04 + The /CONFIG,NOELDB command is not valid in a distributed memory + parallel solution. Command is ignored. + + *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 14.1011111 + + 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\_ProjectScratch\Scr7A0B\ + + 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\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\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 14:06:04 FEB 02, 2025 CP= 0.266 + + structural steel--Static Structural (B5) + + + + ***** MAPDL ANALYSIS DEFINITION (PREP7) ***** + *********** Nodes for the whole assembly *********** + *********** Elements for Body 1 'cam\Vaste vorm' *********** + *********** Send User Defined Coordinate System(s) *********** + *********** Set Reference Temperature *********** + *********** Send Materials *********** + *********** Fixed Supports *********** + *********** Define Force Using Surface Effect Elements *********** + + + ***** ROUTINE COMPLETED ***** CP = 0.297 + + + --- Number of total nodes = 2893 + --- Number of contact elements = 10 + --- Number of spring elements = 0 + --- Number of bearing elements = 0 + --- Number of solid elements = 1607 + --- Number of condensed parts = 0 + --- Number of total elements = 1617 + + *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 14.1011111 + **************************************************************************** + ************************* 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 1617 DEFINED) SELECTED BY ESEL COMMAND. + + SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. + + 33 NODES (OF 2893 DEFINED) SELECTED FROM + 10 SELECTED ELEMENTS BY NSLE COMMAND. + + SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 1 KVAL = 1 + VALUES = 0.0000 0.0000 0.0000 0.0000 + + SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 2 KVAL = 1 + VALUES = 0.15152E+11 0.15152E+11 0.15152E+11 0.15152E+11 + + 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 2893 STEP 1 + + 2893 NODES (OF 2893 DEFINED) SELECTED BY NSEL COMMAND. + + ALL SELECT FOR ITEM=ELEM COMPONENT= + IN RANGE 1 TO 2325 STEP 1 + + 1617 ELEMENTS (OF 1617 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 = 0.422 TIME= 14:06:04 + The automatic domain decomposition logic has selected the MESH domain + decomposition method with 2 processes per solution. + + ***** MAPDL SOLVE COMMAND ***** + + *** WARNING *** CP = 0.422 TIME= 14:06:04 + Element shape checking is currently inactive. Issue SHPP,ON or + SHPP,WARN to reactivate, if desired. + + *** NOTE *** CP = 0.453 TIME= 14:06:04 + The model data was checked and warning messages were found. + Please review output or errors file ( C:\Users\Abel + Tim\Documents\pws\simulations\_ProjectScratch\Scr7A0B\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 14:06:04 FEB 02, 2025 CP= 0.453 + + 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 = 0.453 TIME= 14:06:04 + Material number 2 (used by element 2316) 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 = 0.453 TIME= 14:06:04 + The step data was checked and warning messages were found. + Please review output or errors file ( C:\Users\Abel + Tim\Documents\pws\simulations\_ProjectScratch\Scr7A0B\file0.err ) for + these warning messages. + + *** NOTE *** CP = 0.453 TIME= 14:06:04 + 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: 1617 + ...Number of nodes: 2893 + ...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 = 0.578 TIME= 14:06:04 + 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 + 0.71047E-02 0.0000 0.0000 | 0.0000 -0.93809E-06 -0.14430E-03 + 0.0000 0.71047E-02 0.0000 | 0.93809E-06 0.0000 -0.44825E-04 + 0.0000 0.0000 0.71047E-02 | 0.14430E-03 0.44825E-04 0.0000 + ------------------------------------------ | ------------------------------------------ + | Rotational mass (inertia) + | 0.38947E-05 0.91042E-06 -0.59130E-08 + | 0.91042E-06 0.53591E-06 0.19011E-07 + | -0.59130E-08 0.19011E-07 0.42778E-05 + + TOTAL MASS = 0.71047E-02 + The mass principal axes coincide with the global Cartesian axes + + CENTER OF MASS (X,Y,Z)= -0.63092E-02 0.20311E-01 -0.13204E-03 + + TOTAL INERTIA ABOUT CENTER OF MASS + 0.96370E-06 0.30726E-11 0.56164E-11 + 0.30726E-11 0.25298E-06 -0.41804E-10 + 0.56164E-11 -0.41804E-10 0.10642E-05 + The inertia principal axes coincide with the global Cartesian axes + + + *** MASS SUMMARY BY ELEMENT TYPE *** + + TYPE MASS + 1 0.710469E-02 + + Range of element maximum matrix coefficients in global coordinates + Maximum = 521457629 at element 1575. + Minimum = 17331851.7 at element 493. + + *** ELEMENT MATRIX FORMULATION TIMES + TYPE NUMBER ENAME TOTAL CP AVE CP + + 1 1607 SOLID187 0.250 0.000156 + 2 10 SURF154 0.000 0.000000 + Time at end of element matrix formulation CP = 0.734375. + Iteration= 10 Ratio= 7.511097E-02 Limit= 1.000000E-08 Wall= 0.0 + Iteration= 35 Ratio= 5.632001E-04 Limit= 1.000000E-08 Wall= 0.0 + Iteration= 65 Ratio= 2.617078E-06 Limit= 1.000000E-08 Wall= 0.1 + + DISTRIBUTED PCG SOLVER SOLUTION CONVERGED + + DISTRIBUTED PCG SOLVER SOLUTION STATISTICS + + NUMBER OF ITERATIONS= 93 + NUMBER OF EQUATIONS = 8679 + LEVEL OF CONVERGENCE= 1 + CALCULATED NORM = 0.85583E-08 + SPECIFIED TOLERANCE = 0.10000E-07 + TOTAL CPU TIME (sec)= 0.14 + TOTAL WALL TIME(sec)= 0.10 + TOTAL MEMORY (GB) = 0.00 + + + *** ELEMENT RESULT CALCULATION TIMES + TYPE NUMBER ENAME TOTAL CP AVE CP + + 1 1607 SOLID187 0.062 0.000039 + 2 10 SURF154 0.000 0.000000 + + *** NODAL LOAD CALCULATION TIMES + TYPE NUMBER ENAME TOTAL CP AVE CP + + 1 1607 SOLID187 0.031 0.000019 + 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= 14.1013889 + + PRINTOUT RESUMED BY /GOP + + *GET _PCGITER FROM ACTI ITEM=SOLU CGIT VALUE= 93.0000000 + + FINISH SOLUTION PROCESSING + + + ***** ROUTINE COMPLETED ***** CP = 0.984 + + + + *** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2024 R2 24.2 *** + Ansys Mechanical Enterprise Academic Student + 01055371 VERSION=WINDOWS x64 14:06:05 FEB 02, 2025 CP= 0.984 + + structural steel--Static Structural (B5) + + + + ***** MAPDL RESULTS INTERPRETATION (POST1) ***** + + *** NOTE *** CP = 0.984 TIME= 14:06:05 + 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 = 1.016 + + + + PRINTOUT RESUMED BY /GOP + + *GET _WALLDONE FROM ACTI ITEM=TIME WALL VALUE= 14.1013889 + + PARAMETER _PREPTIME = 0.000000000 + + PARAMETER _SOLVTIME = 1.000000000 + + PARAMETER _POSTTIME = 0.000000000 + + PARAMETER _TOTALTIM = 1.000000000 + + *GET _DLBRATIO FROM ACTI ITEM=SOLU DLBR VALUE= 1.00618812 + + *GET _COMBTIME FROM ACTI ITEM=SOLU COMB VALUE= 0.167107000E-01 + + *GET _SSMODE FROM ACTI ITEM=SOLU SSMM VALUE= 0.00000000 + + *GET _NDOFS FROM ACTI ITEM=SOLU NDOF VALUE= 8073.00000 + + *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 = 2893 + --- Total number of elements = 1617 + --- Element load balance ratio = 1.00618812 + --- Time to combine distributed files = 1.67107E-02 + --- Sparse memory mode = 0 + --- Number of DOF = 8073 + + 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: 14:06 Process ID: 9940 +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\_ProjectScratch\Scr7A0B + 1 DESKTOP-FJVEEFD C:\Users\Abel Tim\Documents\pws\simulations\_ProjectScratch\Scr7A0B + +Latency time from master to core 1 = 104.624 microseconds + +Communication speed from master to core 1 = 2057.97 MB/sec + +Total CPU time for main thread : 0.9 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 : 0.0 seconds +Elapsed time spent computing solution : 0.2 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 : 6.8 Gflops + +Sum of disk space used on all processes : 5.2 MB + +Sum of memory used on all processes : 98.0 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) 48 MB | + | Max Database Used(Workers) 1 MB Max Scratch Used(Workers) 46 MB | + | Sum Database Used(All) 4 MB Sum Scratch Used(All) 94 MB | + | | + |-----------------------------------------------------------------------------| + | | + | CP Time (sec) = 1.281 Time = 14:06:07 | + | Elapsed Time (sec) = 4.000 Date = 02/02/2025 | + | | + *-----------------------------------------------------------------------------* |