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Products Release 18.1 ANSYS Mechanical Products Release 18.1 ANSYS Autodyn Release 18.1 ANSYS LS-DYNA Release 18.1 ANSYS AIM Release 18.1 ANSYS CFX (includes ANSYS CFD-Post) Release 18.1 ANSYS Fluent (includes ANSYS CFD-Post) Release 18.1 ANSYS TurboGrid Release 18.1 ANSYS FENSAP-ICE Release 18.1 ANSYS Polyflow (includes ANSYS CFD-Post) Release 18.1 ANSYS Forte Release 18.1 ANSYS Chemkin Release 18.1 ANSYS ICEM CFD Release 18.1 ANSYS Aqwa Release 18.1 ANSYS Icepak (includes ANSYS CFD-Post) Release 18.1 AutoCAD Release 18.1 ACIS Release 18.1 Catia, Version 4 Release 18.1 Catia, Version 6 Release 18.1 Creo Elements/Direct Modeling Release 18.1 Inventor Release 18.1 JTOpen Release 18.1 NX Release 18.1 Parasolid Release 18.1 Creo Parametric Release 18.1 Solid Edge Release 18.1 SolidWorks Release 18.1 ANSYS, Inc. License Manager Release 18.1 ***** ANSYS 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 MPI OPTION = INTELMPI INPUT FILE NAME = C:\Users\AdminIU2\Desktop\LabWork1_of_Urazbaev\LabWork1_Part2\_ProjectScratch\Scr96B2\dummy.dat OUTPUT FILE NAME = C:\Users\AdminIU2\Desktop\LabWork1_of_Urazbaev\LabWork1_Part2\_ProjectScratch\Scr96B2\solve.out START-UP FILE MODE = NOREAD STOP FILE MODE = NOREAD RELEASE= Release 18.1 BUILD= 18.1 UP20170403 VERSION=WINDOWS x64 CURRENT JOBNAME=file0 19:53:06 MAY 10, 2018 CP= 0.266 PARAMETER _DS_PROGRESS = 999.0000000 /INPUT FILE= ds.dat LINE= 0 *** NOTE *** CP = 0.594 TIME= 19:53:07 The /CONFIG,NOELDB command is not valid in a Distributed ANSYS solution. Command is ignored. *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 19.8852778 TITLE= LabWork1_part2--Static Structural (A5) ACT Extensions: MechanicalDropTest, 2.0 f0fd899f-9d88-4f46-8cf1-36bf5c218d65, wbex SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = C:\Users\AdminIU2\Desktop\LabWork1_of_Urazbaev\LabWork1_Part2\_ProjectScratch\Scr96B2\ SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_SOLVERFILES_DIR(1) = C:\Users\AdminIU2\Desktop\LabWork1_of_Urazbaev\LabWork1_Part2\LabWork1_part2_files\dp0\SYS\MECH\ SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_USERFILES_DIR(1) = C:\Users\AdminIU2\Desktop\LabWork1_of_Urazbaev\LabWork1_Part2\LabWork1_part2_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 *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE Release 18.1 18.1 *** DISTRIBUTED ANSYS AIM Pro 00339001 VERSION=WINDOWS x64 19:53:07 MAY 10, 2018 CP= 0.594 LabWork1_part2--Static Structural (A5) ***** ANSYS ANALYSIS DEFINITION (PREP7) ***** *********** Nodes for the whole assembly *********** *********** Elements for Body 1 "_______ __________\Solid1" *********** *********** Elements for Body 2 "_______ ______\Solid1" *********** *********** Elements for Body 3 "_______ ______\Solid1" *********** *********** Send User Defined Coordinate System(s) *********** *********** Set Reference Temperature *********** *********** Send Materials *********** *********** Create Contact "Contact Region" *********** Real Constant Set For Above Contact Is 5 & 4 *********** Create Contact "Contact Region 2" *********** Real Constant Set For Above Contact Is 7 & 6 *********** Fixed Supports *********** ***** ROUTINE COMPLETED ***** CP = 0.766 --- Number of total nodes = 4871 --- Number of contact elements = 568 --- Number of spring elements = 0 --- Number of bearing elements = 0 --- Number of solid elements = 714 --- Number of condensed parts = 0 --- Number of total elements = 1282 *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 19.8852778 **************************************************************************** ************************* SOLUTION ******************************** **************************************************************************** ***** ANSYS SOLUTION ROUTINE ***** PERFORM A STATIC ANALYSIS THIS WILL BE A NEW ANALYSIS USE A MAXIMUM OF 1 EQUILIBRIUM ITERATIONS EACH SUBSTEP *** WARNING *** CP = 0.781 TIME= 19:53:07 Using 1 iteration per substep may result in unconverged solutions for nonlinear analysis and the program may not indicate divergence in this case. Check your results. DO NOT USE PREDICTOR METHOD FOR ALL DEGREES OF FREEDOM USE PRECONDITIONED CONJUGATE GRADIENT SOLVER CONVERGENCE TOLERANCE = 1.00000E-08 MAXIMUM ITERATION = NumNode*DofPerNode* 1.0000 CONTACT INFORMATION PRINTOUT LEVEL 1 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 **************** *********** Create Acceleration *********** SET PARAMETER DIMENSIONS ON _ACELX TYPE=TABL DIMENSIONS= 2 1 1 TIME PARAMETER _ACELX(1,0,1) = 0.000000000 PARAMETER _ACELX(2,0,1) = 1.000000000 PARAMETER _ACELX(1,1,1) = 0.000000000 PARAMETER _ACELX(2,1,1) = 0.000000000 SET PARAMETER DIMENSIONS ON _ACELY TYPE=TABL DIMENSIONS= 2 1 1 TIME PARAMETER _ACELY(1,0,1) = 0.000000000 PARAMETER _ACELY(2,0,1) = 1.000000000 PARAMETER _ACELY(1,1,1) = 0.000000000 PARAMETER _ACELY(2,1,1) = 0.000000000 SET PARAMETER DIMENSIONS ON _ACELZ TYPE=TABL DIMENSIONS= 2 1 1 TIME PARAMETER _ACELZ(1,0,1) = 0.000000000 PARAMETER _ACELZ(2,0,1) = 1.000000000 PARAMETER _ACELZ(1,1,1) = 0.000000000 PARAMETER _ACELZ(2,1,1) = 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 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 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 NONLINEAR STABILIZATION CONTROL: KEY=OFF *GET ANSINTER_ FROM ACTI ITEM=INT VALUE= 0.00000000 *IF ANSINTER_ ( = 0.00000 ) NE 0 ( = 0.00000 ) THEN *ENDIF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 0.797 TIME= 19:53:07 Element shape checking is currently inactive. Issue SHPP,ON or SHPP,WARN to reactivate, if desired. *** NOTE *** CP = 0.844 TIME= 19:53:07 The model data was checked and warning messages were found. Please review output or errors file ( C:\Users\AdminIU2\Desktop\LabWork1_of_Urazbaev\LabWork1_Part2\_ProjectS Scratch\Scr96B2\file0.err ) for these warning messages. *** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS *** --- GIVE SUGGESTIONS AND RESET THE KEY OPTIONS --- ELEMENT TYPE 1 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 2 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 ELEMENT TYPE 3 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET. KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0 *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE Release 18.1 18.1 *** DISTRIBUTED ANSYS AIM Pro 00339001 VERSION=WINDOWS x64 19:53:07 MAY 10, 2018 CP= 0.844 LabWork1_part2--Static Structural (A5) 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 NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC *** NOTE *** CP = 0.875 TIME= 19:53:07 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. *** NOTE *** CP = 0.875 TIME= 19:53:07 The conditions for direct assembly have been met. No .emat or .erot files will be produced. *** NOTE *** CP = 0.953 TIME= 19:53:07 Symmetric Deformable- deformable contact pair identified by real constant set 4 and contact element type 4 has been set up. The companion pair has real constant set ID 5. Both pairs should have the same behavior. ANSYS will deactivate the current pair and keep its companion pair, resulting in asymmetric contact. Contact algorithm: Augmented Lagrange method Contact detection at: Gauss integration point Contact stiffness factor FKN 10.000 The resulting initial contact stiffness 0.44000E+17 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.30000E-04 Default opening contact stiffness OPSF will be used. Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip tolerance 0.33341E-05 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 0.66683E-03 Average contact pair depth 0.30000E-03 Default pinball region factor PINB 0.25000 The resulting pinball region 0.75000E-04 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 0.953 TIME= 19:53:07 Max. Initial penetration 2.710505431E-20 was detected between contact element 802 and target element 982. **************************************** *** NOTE *** CP = 0.953 TIME= 19:53:07 Symmetric Deformable- deformable contact pair identified by real constant set 5 and contact element type 4 has been set up. The companion pair has real constant set ID 4. Both pairs should have the same behavior. ANSYS will keep the current pair and deactivate its companion pair, resulting in asymmetric contact. Contact algorithm: Augmented Lagrange method Contact detection at: Gauss integration point Contact stiffness factor FKN 10.000 The resulting initial contact stiffness 0.44000E+17 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.50000E-04 Default opening contact stiffness OPSF will be used. Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip tolerance 0.25886E-05 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 0.51771E-03 Average contact pair depth 0.50000E-03 Default pinball region factor PINB 0.25000 The resulting pinball region 0.12500E-03 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 0.953 TIME= 19:53:07 Max. Initial penetration 5.421010862E-20 was detected between contact element 872 and target element 775. **************************************** *** NOTE *** CP = 0.953 TIME= 19:53:07 Symmetric Deformable- deformable contact pair identified by real constant set 6 and contact element type 6 has been set up. The companion pair has real constant set ID 7. Both pairs should have the same behavior. ANSYS will deactivate the current pair and keep its companion pair, resulting in asymmetric contact. Contact algorithm: Augmented Lagrange method Contact detection at: Gauss integration point Contact stiffness factor FKN 10.000 The resulting initial contact stiffness 0.44000E+17 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.30000E-04 Default opening contact stiffness OPSF will be used. Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip tolerance 0.34010E-05 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 0.68020E-03 Average contact pair depth 0.30000E-03 Default pinball region factor PINB 0.25000 The resulting pinball region 0.75000E-04 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 0.953 TIME= 19:53:07 Max. Initial penetration 2.710505431E-20 was detected between contact element 1081 and target element 1263. **************************************** *** NOTE *** CP = 0.953 TIME= 19:53:07 Symmetric Deformable- deformable contact pair identified by real constant set 7 and contact element type 6 has been set up. The companion pair has real constant set ID 6. Both pairs should have the same behavior. ANSYS will keep the current pair and deactivate its companion pair, resulting in asymmetric contact. Contact algorithm: Augmented Lagrange method Contact detection at: Gauss integration point Contact stiffness factor FKN 10.000 The resulting initial contact stiffness 0.44000E+17 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.50000E-04 Default opening contact stiffness OPSF will be used. Default tangent stiffness factor FKT 1.0000 Default elastic slip factor SLTOL 0.50000E-02 The resulting elastic slip tolerance 0.25153E-05 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 0.50307E-03 Average contact pair depth 0.50000E-03 Default pinball region factor PINB 0.25000 The resulting pinball region 0.12500E-03 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 0.953 TIME= 19:53:07 Max. Initial penetration 5.421010862E-20 was detected between contact element 1163 and target element 1027. **************************************** *** WARNING *** CP = 0.953 TIME= 19:53:07 Maximum contact stiffness 4.4E+16 is too big which can cause an accuracy problem, you may scale the force units in the model. 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: 1282 ...Number of nodes: 4871 ...Decompose to 2 CPU domains ...Element load balance ratio = 1.441 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 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 1 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL RSOL ALL STRS ALL EPEL ALL EPPL ALL SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr *** NOTE *** CP = 1.281 TIME= 19:53:07 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 0.53420E-03 0.0000 0.0000 | 0.0000 -0.26470E-22 -0.81662E-08 0.0000 0.53420E-03 0.0000 | 0.52940E-22 0.0000 -0.14094E-14 0.0000 0.0000 0.53420E-03 | 0.81662E-08 0.14094E-14 0.0000 ------------------------------------------ | ------------------------------------------ | Rotational mass (inertia) | 0.28484E-08 -0.11246E-16 0.25849E-25 | -0.11246E-16 0.26474E-08 -0.64623E-26 | 0.0000 0.64623E-26 0.39135E-08 TOTAL MASS = 0.53420E-03 The mass principal axes coincide with the global Cartesian axes CENTER OF MASS (X,Y,Z)= -0.26384E-11 0.15287E-04 -0.49550E-19 TOTAL INERTIA ABOUT CENTER OF MASS 0.28482E-08 -0.11267E-16 0.25849E-25 -0.11267E-16 0.26474E-08 -0.68670E-26 0.25849E-25 -0.68670E-26 0.39134E-08 The inertia principal axes coincide with the global Cartesian axes *** MASS SUMMARY BY ELEMENT TYPE *** TYPE MASS 1 0.566766E-04 2 0.238762E-03 3 0.238762E-03 Range of element maximum matrix coefficients in global coordinates Maximum = 5.25703192E+09 at element 925. Minimum = 49964277.1 at element 403. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 202 SOLID186 0.109 0.000541 2 256 SOLID186 0.094 0.000366 3 256 SOLID186 0.141 0.000549 4 142 CONTA174 0.016 0.000110 5 142 TARGE170 0.000 0.000000 6 142 CONTA174 0.016 0.000110 7 142 TARGE170 0.016 0.000110 Time at end of element matrix formulation CP = 1.609375. FORCE CONVERGENCE VALUE = 0.2781E-03 CRITERION= 0.5102E-04 curEqn= 1481 totEqn= 1481 Job CP sec= 1.719 Factor Done= 100% Factor Wall sec= 0.094 rate= 784.0 Mflops Iteration= 10 Ratio= 0.228087 Limit= 1.000000E-08 Wall= 0.0 Iteration= 105 Ratio= 9.824142E-04 Limit= 1.000000E-08 Wall= 0.6 Iteration= 290 Ratio= 2.550056E-06 Limit= 1.000000E-08 Wall= 1.2 DISTRIBUTED PCG SOLVER SOLUTION CONVERGED DISTRIBUTED PCG SOLVER SOLUTION STATISTICS NUMBER OF DOMAINS = 35 NUMBER OF ITERATIONS= 479 NUMBER OF EQUATIONS = 14613 LEVEL OF CONVERGENCE= 1 CALCULATED NORM = 0.99934E-08 SPECIFIED TOLERANCE = 0.10000E-07 TOTAL CPU TIME (sec)= 1.78 TOTAL WALL TIME(sec)= 2.17 TOTAL MEMORY (GB) = 0.01 DISP CONVERGENCE VALUE = 0.1093E-03 CRITERION= 0.5575E-05 *** ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 202 SOLID186 0.031 0.000155 2 256 SOLID186 0.031 0.000122 3 256 SOLID186 0.031 0.000122 4 142 CONTA174 0.016 0.000110 6 142 CONTA174 0.000 0.000000 *** NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 202 SOLID186 0.000 0.000000 2 256 SOLID186 0.000 0.000000 3 256 SOLID186 0.000 0.000000 4 142 CONTA174 0.000 0.000000 6 142 CONTA174 0.000 0.000000 *** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 1 *** TIME = 1.00000 TIME INC = 1.00000 NEW TRIANG MATRIX *** ANSYS BINARY FILE STATISTICS BUFFER SIZE USED= 16384 2.375 MB WRITTEN ON ELEMENT SAVED DATA FILE: file0.esav 0.938 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= 19.8861111 PRINTOUT RESUMED BY /GOP *GET _PCGITER FROM ACTI ITEM=SOLU CGIT VALUE= 479.000000 FINISH SOLUTION PROCESSING ***** ROUTINE COMPLETED ***** CP = 3.516 *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE Release 18.1 18.1 *** DISTRIBUTED ANSYS AIM Pro 00339001 VERSION=WINDOWS x64 19:53:10 MAY 10, 2018 CP= 3.531 LabWork1_part2--Static Structural (A5) ***** ANSYS RESULTS INTERPRETATION (POST1) ***** *** NOTE *** CP = 3.531 TIME= 19:53:10 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 ANSYS POST1 DATABASE PROCESSOR ***** ROUTINE COMPLETED ***** CP = 3.562 PRINTOUT RESUMED BY /GOP *GET _WALLDONE FROM ACTI ITEM=TIME WALL VALUE= 19.8861111 PARAMETER _PREPTIME = 0.000000000 PARAMETER _SOLVTIME = 3.000000000 PARAMETER _POSTTIME = 0.000000000 PARAMETER _TOTALTIM = 3.000000000 EXIT ANSYS WITHOUT SAVING DATABASE NUMBER OF WARNING MESSAGES ENCOUNTERED= 3 NUMBER OF ERROR MESSAGES ENCOUNTERED= 0 +--------- D I S T R I B U T E D A N S Y S S T A T I S T I C S ------------+ Release: Release 18.1 Build: 18.1 Update: UP20170403 Platform: WINDOWS x64 Date Run: 05/10/2018 Time: 19:53 Process ID: 7112 Operating System: Windows 10 (Build: 16299) Processor Model: Intel(R) Core(TM) i5-7200U CPU @ 2.50GHz Compiler: Intel(R) FORTRAN Compiler Version 15.0.7 (Build: 20160518) Intel(R) C/C++ Compiler Version 15.0.7 (Build: 20160518) Intel(R) Math Kernel Library Version 11.3.3 Product Build 20160413 Number of machines requested : 1 Total number of cores available : 4 Number of physical cores available : 2 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 5.1.3 for Windows* OS GPU Acceleration: Not Requested Job Name: file0 Input File: dummy.dat Core Machine Name Working Directory ---------------------------------------------------- 0 DESKTOP-VQE0T43 C:\Users\AdminIU2\Desktop\LabWork1_of_Urazbaev\LabWork1_Part2\_ProjectScratch\Scr96B2 1 DESKTOP-VQE0T43 C:\Users\AdminIU2\Desktop\LabWork1_of_Urazbaev\LabWork1_Part2\_ProjectScratch\Scr96B2 Latency time from master to core 1 = 3.972 microseconds Communication speed from master to core 1 = 1027.33 MB/sec Total CPU time for main thread : 3.2 seconds Total CPU time summed for all threads : 3.8 seconds Elapsed time spent pre-processing model (/PREP7) : 0.1 seconds Elapsed time spent solution - preprocessing : 0.2 seconds Elapsed time spent computing solution : 2.7 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 : 4192.8 Mflops Maximum total memory used : 93.0 MB Maximum total memory allocated : 3136.0 MB Total physical memory available : 8 GB +------ E N D D I S T R I B U T E D A N S Y S S T A T I S T I C S -------+ *---------------------------------------------------------------------------* | | | DISTRIBUTED ANSYS RUN COMPLETED | | | |---------------------------------------------------------------------------| | | | Ansys Release 18.1 Build 18.1 UP20170403 WINDOWS x64 | | | |---------------------------------------------------------------------------| | | | Database Requested(-db) 1024 MB Scratch Memory Requested 1024 MB | | Maximum Database Used 4 MB Maximum Scratch Memory Used 44 MB | | | |---------------------------------------------------------------------------| | | | CP Time (sec) = 3.844 Time = 19:53:11 | | Elapsed Time (sec) = 6.000 Date = 05/10/2018 | | | *---------------------------------------------------------------------------*