Solver-Ausgabe ANSYS Academic Teaching Introductory *------------------------------------------------------------------* | | | 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 14.5 LEGAL NOTICES * *************************************************************** * * * Copyright 2012 SAS IP, Inc. 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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 9001:2008 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). * * * *************************************************************** ***** ANSYS COMMAND LINE ARGUMENTS ***** BATCH MODE REQUESTED (-b) = NOLIST INPUT FILE COPY MODE (-c) = COPY 2 PARALLEL CPUS REQUESTED DESIGNXPLORER REQUESTED START-UP FILE MODE = NOREAD STOP FILE MODE = NOREAD 00205372 VERSION=WINDOWS x64 RELEASE= 14.5 UP20120918 CURRENT JOBNAME=file 17:25:50 OCT 30, 2013 CP= 0.998 PARAMETER _DS_PROGRESS = 999.0000000 /INPUT FILE= ds.dat LINE= 0 *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 17.4305556 TITLE= Kontaktfläche--Statisch-mechanisch (A5) SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = C:\Users\aunger3\Documents\08 Programme\ANSYS\Kontaktfläche\_ProjectScratch\ScrD028\ SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_SOLVERFILES_DIR(1) = C:\Users\aunger3\Documents\08 Programme\ANSYS\Kontaktfläche\Kontaktfläche_files\dp0\SYS\MECH\ SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_USERFILES_DIR(1) = C:\Users\aunger3\Documents\08 Programme\ANSYS\Kontaktfläche\Kontaktfläche_files\user_files\ --- Data in consistent MKS units. MKS UNITS SPECIFIED FOR INTERNAL LENGTH (l) = METER (M) MASS (M) = KILOGRAM (KG) TIME (t) = SECOND (SEC) TEMPERATURE (T) = CELSIUS (C) TOFFSET = 273.0 CHARGE (Q) = COULOMB FORCE (f) = NEWTON (N) (KG-M/SEC2) HEAT = JOULE (N-M) PRESSURE = PASCAL (NEWTON/M**2) ENERGY (W) = JOULE (N-M) POWER (P) = WATT (N-M/SEC) CURRENT (i) = AMPERE (COULOMBS/SEC) CAPACITANCE (C) = FARAD INDUCTANCE (L) = HENRY MAGNETIC FLUX = WEBER RESISTANCE (R) = OHM ELECTRIC POTENTIAL = VOLT INPUT UNITS ARE ALSO SET TO MKS 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.5 ***** ANSYS Academic Teaching Introductory 00205372 VERSION=WINDOWS x64 17:25:50 OCT 30, 2013 CP= 1.076 Kontaktfläche--Statisch-mechanisch (A5) ***** ANSYS ANALYSIS DEFINITION (PREP7) ***** *********** Nodes for the whole assembly *********** *********** Elements for Body 1 "Volumenk_rper" *********** *********** Elements for Body 2 "Volumenk_rper" *********** *********** Send User Defined Coordinate System(s) *********** *********** Set Reference Temperature *********** *********** Send Materials *********** *********** Create Contact "Verbund - Volumenkörper bis Volumenkörper" ******** Real Contact Set For Above Contact Is 4 & 3 *********** Fixed Supports *********** ********* Frictionless Supports Y ********* ********* Frictionless Supports Z ********* *********** Create Displacement Tables and Functions ****** ***** ROUTINE COMPLETED ***** CP = 1.092 --- Number of total nodes = 2403 --- Number of contact elements = 374 --- Number of spring elements = 0 --- Number of bearing elements = 0 --- Number of solid elements = 374 --- Number of total elements = 748 *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 17.4305556 **************************************************************************** ************************* 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 = 1.092 TIME= 17:25:50 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 SPARSE MATRIX DIRECT SOLVER CONTACT INFORMATION PRINTOUT LEVEL 1 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 **************** *** Set Displacements *** CMBLOCK read of NODE component _CM40UX_XP completed SELECT COMPONENT _CM40UX_XP SPECIFIED CONSTRAINT UX FOR SELECTED NODES 1 TO 2403 BY 1 SET ACCORDING TO TABLE PARAMETER = _LOADVARI40XP ALL SELECT FOR ITEM=NODE COMPONENT= IN RANGE 1 TO 2403 STEP 1 2403 NODES (OF 2403 DEFINED) SELECTED BY NSEL 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 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 = 1.092 TIME= 17:25:50 Element shape checking is currently inactive. Issue SHPP,ON or SHPP,WARN to reactivate, if desired. *** NOTE *** CP = 1.092 TIME= 17:25:50 The model data was checked and warning messages were found. Please review output or errors file ( C:\Users\aunger3\Documents\08 Programme\ANSYS\Kontaktfläche\_ProjectScratch\ScrD028\file.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 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.5 ***** ANSYS Academic Teaching Introductory 00205372 VERSION=WINDOWS x64 17:25:50 OCT 30, 2013 CP= 1.092 Kontaktfläche--Statisch-mechanisch (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. . . . . . . . . . . . .SPARSE NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC *** WARNING *** CP = 1.092 TIME= 17:25:50 Material number 4 (used by element 375 ) 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 = 1.092 TIME= 17:25:50 The step data was checked and warning messages were found. Please review output or errors file ( C:\Users\aunger3\Documents\08 Programme\ANSYS\Kontaktfläche\_ProjectScratch\ScrD028\file.err ) for these warning messages. *** NOTE *** CP = 1.092 TIME= 17:25:50 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. *** NOTE *** CP = 1.092 TIME= 17:25:50 The conditions for direct assembly have been met. No .emat or .erot files will be produced. 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 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 = 1.123 TIME= 17:25:50 It is highly recommended to use the auto contact setting option by issuing CNCHECK,AUTO command for this problem in order to achieve better convergence. *** NOTE *** CP = 1.123 TIME= 17:25:50 Symmetric Deformable- deformable contact pair identified by real constant set 3 and contact element type 3 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 contact stiffness 0.83582E+16 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.43859E-03 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 0.22563E-04 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 0.45127E-02 Average contact pair depth 0.43859E-02 Default pinball region factor PINB 0.25000 The resulting pinball region 0.10965E-02 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 1.123 TIME= 17:25:50 Min. Initial gap 7.37307864E-04 was detected between contact element 529 and target element 743. The gap is closed due to initial settings. *** WARNING *** CP = 1.123 TIME= 17:25:50 The geometric gap/penetration may be too large. Increase pinball radius if it is a true geometric gap/penetration. Decrease pinball if it is a false one. **************************************** *** NOTE *** CP = 1.123 TIME= 17:25:50 Symmetric Deformable- deformable contact pair identified by real constant set 4 and contact element type 3 has been set up. The companion pair has real constant set ID 3. 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 contact stiffness 0.83582E+16 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.47857E-03 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 0.26140E-04 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 0.52281E-02 Average contact pair depth 0.47857E-02 Default pinball region factor PINB 0.25000 The resulting pinball region 0.11964E-02 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 1.123 TIME= 17:25:50 Min. Initial gap 7.37307864E-04 was detected between contact element 643 and target element 447. The gap is closed due to initial settings. *** WARNING *** CP = 1.123 TIME= 17:25:50 The geometric gap/penetration may be too large. Increase pinball radius if it is a true geometric gap/penetration. Decrease pinball if it is a false one. **************************************** ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 3 Max. Penetration of -1.734723476E-18 has been detected between contact element 532 and target element 746. Max. Geometrical gap of 7.37307864E-04 has been detected between contact element 548 and target element 735. *** WARNING *** CP = 1.310 TIME= 17:25:51 The geometrical gap may be too large. Increase pinball if it is a true geometrical gap. Decrease pinball if it is a false one. For total 91 contact elements, there are 28 elements are in contact. There are 28 elements are in sticking. Contacting area 5.503020931E-04. Max. Pinball distance 1.09648071E-03. One of the contact searching regions contains at least 9 target elements. Max. Pressure/force 3.350036514E-02. Max. Normal stiffness 8.358223316E+15. Min. Normal stiffness 8.358223316E+15. Max. Tangential stiffness 6.092574768E+15. Min. Tangential stiffness 6.092574768E+15. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 4 *** NOTE *** CP = 1.310 TIME= 17:25:51 Contact pair is inactive. **** CENTER OF MASS, MASS, AND MASS MOMENTS OF INERTIA **** CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID TOTAL MASS = 0.31437 MOM. OF INERTIA MOM. OF INERTIA CENTER OF MASS ABOUT ORIGIN ABOUT CENTER OF MASS XC = -0.21542E-01 IXX = 0.1264E-03 IXX = 0.3203E-04 YC = 0.86675E-02 IYY = 0.6027E-03 IYY = 0.3861E-03 ZC = 0.15000E-01 IZZ = 0.5417E-03 IZZ = 0.3722E-03 IXY = 0.1915E-04 IXY = -0.3955E-04 IYZ = -0.4087E-04 IYZ = -0.5300E-15 IZX = 0.1016E-03 IZX = -0.2851E-14 *** MASS SUMMARY BY ELEMENT TYPE *** TYPE MASS 1 0.191213 2 0.123153 Range of element maximum matrix coefficients in global coordinates Maximum = 5.402011407E+10 at element 543. Minimum = 846530202 at element 295. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 192 SOLID186 0.062 0.000325 2 182 SOLID186 0.000 0.000000 3 187 CONTA174 0.062 0.000334 4 187 TARGE170 0.000 0.000000 Time at end of element matrix formulation CP = 1.31040835. FORCE CONVERGENCE VALUE = 0.1148E+09 CRITERION= 0.5859E+06 SPARSE MATRIX DIRECT SOLVER. Number of equations = 5726, Maximum wavefront = 204 Memory allocated for solver = 119.930 MB Memory required for in-core = 19.720 MB Optimal memory required for out-of-core = 5.456 MB Minimum memory required for out-of-core = 4.435 MB *** NOTE *** CP = 1.435 TIME= 17:25:51 The Sparse Matrix solver is currently running in the in-core memory mode. This memory mode uses the most amount of memory in order to avoid using the hard drive as much as possible, which most often results in the fastest solution time. This mode is recommended if enough physical memory is present to accommodate all of the solver data. curEqn= 5726 totEqn= 5726 Job CP sec= 1.529 Factor Done= 100% Factor Wall sec= 0.030 rate= 9501.8 Mflops Sparse solver maximum pivot= 8.044305763E+10 at node 759 UY. Sparse solver minimum pivot= 181335281 at node 1487 UZ. Sparse solver minimum pivot in absolute value= 181335281 at node 1487 UZ. *** ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 192 SOLID186 0.062 0.000325 2 182 SOLID186 0.000 0.000000 3 187 CONTA174 0.000 0.000000 4 187 TARGE170 0.000 0.000000 *** NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 192 SOLID186 0.000 0.000000 2 182 SOLID186 0.000 0.000000 3 187 CONTA174 0.000 0.000000 4 187 TARGE170 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 3.500 MB WRITTEN ON ELEMENT SAVED DATA FILE: file.esav 3.562 MB WRITTEN ON ASSEMBLED MATRIX FILE: file.full 1.188 MB WRITTEN ON RESULTS FILE: file.rst *************** Write FE CONNECTORS ********* WRITE OUT CONSTRAINT EQUATIONS TO FILE= file.ce **************************************************** *************** FINISHED SOLVE FOR LS 1 ************* **************************************************** ******************* SOLVE FOR LS 2 **************** *** Set Displacements *** 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= 2.0000 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 ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 1.622 TIME= 17:25:51 Material number 4 (used by element 375 ) 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 = 1.622 TIME= 17:25:51 The step data was checked and warning messages were found. Please review output or errors file ( C:\Users\aunger3\Documents\08 Programme\ANSYS\Kontaktfläche\_ProjectScratch\ScrD028\file.err ) for these warning messages. *** NOTE *** CP = 1.622 TIME= 17:25:51 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.5 ***** ANSYS Academic Teaching Introductory 00205372 VERSION=WINDOWS x64 17:25:51 OCT 30, 2013 CP= 1.622 Kontaktfläche--Statisch-mechanisch (A5) L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 2 TIME AT END OF THE LOAD STEP. . . . . . . . . . 2.0000 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 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 FORCE CONVERGENCE VALUE = 0.1608E+09 CRITERION= 0.8204E+06 *** LOAD STEP 2 SUBSTEP 1 COMPLETED. CUM ITER = 2 *** TIME = 2.00000 TIME INC = 1.00000 NEW TRIANG MATRIX **************************************************** *************** FINISHED SOLVE FOR LS 2 ************* PARAMETER _DS_PROGRESS DELETED. *GET _WALLASOL FROM ACTI ITEM=TIME WALL VALUE= 17.4308333 FINISH SOLUTION PROCESSING ***** ROUTINE COMPLETED ***** CP = 2.028 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.5 ***** ANSYS Academic Teaching Introductory 00205372 VERSION=WINDOWS x64 17:25:51 OCT 30, 2013 CP= 2.028 Kontaktfläche--Statisch-mechanisch (A5) ***** ANSYS RESULTS INTERPRETATION (POST1) ***** *** NOTE *** CP = 2.028 TIME= 17:25:51 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). You have already entered the general postprocessor (POST1). START CREATE BY COPY FROM INPUT TO Kontaktfläche_macro.mac END FILE CREATE USE COMMAND MACRO KONTAKTFLäCHE_MACRO STORE CONT_STA FROM ITEM=CONT COMP=STAT FOR ALL SELECTED ELEMENTS SELECT FOR ITEM=ETAB COMPONENT=CONT BETWEEN 3.0000 AND 3.0000 KABS= 0. TOLERANCE= 0.150000E-01 28 ELEMENTS (OF 748 DEFINED) SELECTED BY ESEL COMMAND. *GET ELEM_COUNT FROM ELEM ITEM=COUN VALUE= 28.0000000 PARAMETER PREVIOUS_ELEM = 0.000000000 PARAMETER CONTACT_AREA = 0.000000000 *DO LOOP ON PARAMETER= I FROM 1.0000 TO 28.000 BY 1.0000 *GET CURRENT_ELEM FROM ELEM ITEM=NXTH VALUE= 529.000000 *GET CURRENT_AREA FROM ELEM 529 ITEM=AREA VALUE= 0.196536462E-04 PARAMETER CONTACT_AREA = 0.1965364620E-04 *ENDDO INDEX= I 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 = 2.028 PRINTOUT RESUMED BY /GOP *GET _WALLDONE FROM ACTI ITEM=TIME WALL VALUE= 17.4308333 PARAMETER _PREPTIME = 0.000000000 PARAMETER _SOLVTIME = 1.000000000 PARAMETER _POSTTIME = 0.000000000 PARAMETER _TOTALTIM = 1.000000000 EXIT ANSYS WITHOUT SAVING DATABASE NUMBER OF WARNING MESSAGES ENCOUNTERED= 7 NUMBER OF ERROR MESSAGES ENCOUNTERED= 0 +--------------------- A N S Y S S T A T I S T I C S ------------------------+ Release: 14.5 Build: UP20120918 Platform: WINDOWS x64 Date Run: 10/30/2013 Time: 17:25 Windows Process ID: 7552 Processor Model: Intel(R) Core(TM) i7-3770 CPU @ 3.40GHz Compiler: Intel(R) FORTRAN Compiler Version 11.1.0 (Build: 20100414) Microsoft(R) Visual C/C++ Compiler Version 15.0 (Build: 30729) Intel(R) Math Kernel Library Version 10.3.3 Product Build 20110314 Total number of cores available : 8 Number of physical cores available : 4 Number of cores requested : 2 (Shared Memory Parallel) GPU Acceleration: Not Requested Job Name: file Working Directory: C:\Users\aunger3\Documents\08 Programme\ANSYS\Kontaktfläche\_ProjectScratch\ScrD028 Total CPU time for main thread : 1.6 seconds Total CPU time summed for all threads : 2.0 seconds Elapsed time spent pre-processing model (/PREP7) : 0.0 seconds Elapsed time spent solution - preprocessing : 0.0 seconds Elapsed time spent computing solution : 0.4 seconds Elapsed time spent solution - postprocessing : 0.0 seconds Elapsed time spent post-processing model (/POST1) : 0.0 seconds Equation solver computational rate : 9676.7 Mflops Maximum total memory used : 142.0 MB Maximum total memory allocated : 1088.0 MB Maximum total memory available : 16 GB +------------------ E N D A N S Y S S T A T I S T I C S -------------------+ *---------------------------------------------------------------------------* | | | ANSYS RUN COMPLETED | | | |---------------------------------------------------------------------------| | | | Release 14.5 UP20120918 WINDOWS x64 | | | |---------------------------------------------------------------------------| | | | Database Requested(-db) 512 MB Scratch Memory Requested 512 MB | | Maximum Database Used 3 MB Maximum Scratch Memory Used 139 MB | | | |---------------------------------------------------------------------------| | | | CP Time (sec) = 2.028 Time = 17:25:51 | | Elapsed Time (sec) = 3.000 Date = 10/30/2013 | | | *---------------------------------------------------------------------------*