Solver-Ausgabe ANSYS Academic Teaching Advanced *------------------------------------------------------------------* | | | 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 14.0 LEGAL NOTICES * *************************************************************** * * * Copyright 2011 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 00000000 VERSION=WINDOWS x64 RELEASE= 14.0 UP20111024 CURRENT JOBNAME=file 11:36:44 NOV 27, 2012 CP= 2.781 PARAMETER _DS_PROGRESS = 999.0000000 /INPUT FILE= ds.dat LINE= 0 *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 11.6122222 TITLE= unsaved_project--Harmonische Analyse (A5) SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = C:\Users\xhe-ap\AppData\Local\Temp\2\WB_ISWTS1_544_5\_ProjectScratch\ScrA3DD\ SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_SOLVERFILES_DIR(1) = C:\Users\xhe-ap\AppData\Local\Temp\2\WB_ISWTS1_544_5\unsaved_project_files\dp0\SYS\MECH\ SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_USERFILES_DIR(1) = C:\Users\xhe-ap\AppData\Local\Temp\2\WB_ISWTS1_544_5\unsaved_project_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 14.0 ***** ANSYS Academic Teaching Advanced 00000000 VERSION=WINDOWS x64 11:36:44 NOV 27, 2012 CP= 2.797 unsaved_project--Harmonische Analyse (A5) ***** ANSYS ANALYSIS DEFINITION (PREP7) ***** *********** Nodes for the whole assembly *********** *********** Elements for Body 1 "Part 1" *********** *********** Send User Defined Coordinate System(s) *********** *********** Set Reference Temperature *********** *********** Send Materials *********** *********** Send Named Selection as Node Component *********** *********** Send Named Selection as Node Component *********** *********** Send Named Selection as Element Component *********** *********** Fixed Supports *********** ***** ROUTINE COMPLETED ***** CP = 2.891 --- Number of total nodes = 2774 --- Number of contact elements = 0 --- Number of spring elements = 0 --- Number of solid elements = 480 --- Number of total elements = 480 *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 11.6122222 ***** ANSYS SOLUTION ROUTINE ***** PERFORM A HARMONIC ANALYSIS THIS WILL BE A NEW ANALYSIS HARMONIC FREQUENCY RANGE - END= 23000. BEGIN= 22000. PERFORM A FULL HARMONIC RESPONSE ANALYSIS THERMAL STRAINS ARE NOT INCLUDED IN THE LOAD VECTOR. STEP BOUNDARY CONDITION KEY= 1 USE 10 SUBSTEP(S) THIS LOAD STEP FOR ALL DEGREES OF FREEDOM 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 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 RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= pre_mod.db FOR POSSIBLE RESUME FROM THIS POINT FINISH SOLUTION PROCESSING ***** ROUTINE COMPLETED ***** CP = 2.953 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Academic Teaching Advanced 00000000 VERSION=WINDOWS x64 11:36:44 NOV 27, 2012 CP= 2.953 unsaved_project--Harmonische Analyse (A5) ***** ANSYS ANALYSIS DEFINITION (PREP7) ***** Units SI! (m, kg, s, N ...) MATERTIAL PROPERTIES FOR THE FINITE ELEMENT SOLUTION: CONSTITUTIVE MATRICES FOR PZT-4 (POLAR AXIS ALONG Y) [c11 c13 c12 0 0 0 ] [ 0 e31 0 ] [ep11 0 0 ] [c13 c33 c13 0 0 0 ] [ 0 e33 0 ] [ 0 ep33 0 ] [c12 c13 c11 0 0 0 ] [ 0 e31 0 ] [ 0 0 ep11] [ 0 0 0 c44 0 0 ] [e15 0 0 ] [ 0 0 0 0 c44 0 ] [ 0 0 e15] [ 0 0 0 0 0 c66] [ 0 0 0 ] PARAMETER MP_PIC181 = 2.000000000 PIC181 (a hardPZT) Z-polarized Stiffness DEFINE DATA TABLE ANEL FOR MATERIAL 110 WITH A MAXIMUM OF 1 TEMPERATURE SPECIFICATIONS DATA FOR ANEL TABLE FOR MATERIAL 110 AT TEMPERATURE= 0.0000 LOC= 1 0.15232E+12 0.89107E+11 0.85482E+11 0.0000 0.0000 0.0000 DATA FOR ANEL TABLE FOR MATERIAL 110 AT TEMPERATURE= 0.0000 LOC= 7 0.15232E+12 0.85482E+11 0.0000 0.0000 0.0000 0.0000 DATA FOR ANEL TABLE FOR MATERIAL 110 AT TEMPERATURE= 0.0000 LOC= 12 0.13141E+12 0.0000 0.0000 0.0000 0.0000 0.0000 DATA FOR ANEL TABLE FOR MATERIAL 110 AT TEMPERATURE= 0.0000 LOC= 16 0.31606E+11 0.0000 0.0000 0.0000 0.0000 0.0000 DATA FOR ANEL TABLE FOR MATERIAL 110 AT TEMPERATURE= 0.0000 LOC= 19 0.28305E+11 0.0000 0.0000 DATA FOR ANEL TABLE FOR MATERIAL 110 AT TEMPERATURE= 0.0000 LOC= 21 0.28305E+11 Piezo DEFINE DATA TABLE PIEZ FOR MATERIAL 110 DATA FOR PIEZ TABLE FOR MATERIAL 110 LOC= 3 -4.4468 0.0000 0.0000 0.0000 0.0000 0.0000 DATA FOR PIEZ TABLE FOR MATERIAL 110 LOC= 6 -4.4468 0.0000 0.0000 0.0000 0.0000 0.0000 DATA FOR PIEZ TABLE FOR MATERIAL 110 LOC= 9 14.781 0.0000 0.0000 0.0000 0.0000 0.0000 DATA FOR PIEZ TABLE FOR MATERIAL 110 LOC= 14 11.011 0.0000 0.0000 0.0000 0.0000 DATA FOR PIEZ TABLE FOR MATERIAL 110 LOC= 16 11.011 0.0000 0.0000 Permittivity MATERIAL 110 PERX = 740.0000 MATERIAL 110 PERY = 740.0000 MATERIAL 110 PERZ = 604.0000 Density MATERIAL 110 DENS = 7850.000 ELEMENT TYPE 110 IS SOLID226 3-D 20-NODE STRU-ELECT SOLID KEYOPT( 1- 6)= 1001 0 0 0 0 0 KEYOPT( 7-12)= 0 0 0 0 0 0 KEYOPT(13-18)= 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY UZ VOLT THREE-DIMENSIONAL MODEL SELECT COMPONENT P1 MODIFY ALL SELECTED ELEMENTS TO HAVE TYPE = 110 MODIFY ALL SELECTED ELEMENTS TO HAVE MAT = 110 MODIFY ALL SELECTED ELEMENTS TO HAVE ESYS = 12 SELECT ALL ENTITIES OF TYPE= ALL AND BELOW SELECT COMPONENT E1 SPECIFIED CONSTRAINT VOLT FOR SELECTED NODES 1 TO 2774 BY 1 REAL= 0.00000000 IMAG= 0.00000000 SELECT COMPONENT E2 SPECIFIED CONSTRAINT VOLT FOR SELECTED NODES 1 TO 2774 BY 1 REAL= 1500.00000 IMAG= 0.00000000 SELECT ALL ENTITIES OF TYPE= ALL AND BELOW ***** ROUTINE COMPLETED ***** CP = 2.984 ***** ANSYS SOLUTION ROUTINE ***** *GET ANSINTER_ FROM ACTI ITEM=INT VALUE= 0.00000000 *IF ANSINTER_ ( = 0.00000 ) NE 0 ( = 0.00000 ) THEN *ENDIF ***** ANSYS SOLVE COMMAND ***** *** WARNING *** CP = 3.016 TIME= 11:36:44 Element shape checking is currently inactive. Issue SHPP,ON or SHPP,WARN to reactivate, if desired. *** NOTE *** CP = 3.016 TIME= 11:36:44 The model data was checked and warning messages were found. Please review output or errors file ( C:\Users\xhe-ap\AppData\Local\Temp\2\WB_ISWTS1_544_5\_ProjectScratch\Sc crA3DD\file.err ) for these warning messages. 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Academic Teaching Advanced 00000000 VERSION=WINDOWS x64 11:36:44 NOV 27, 2012 CP= 3.016 unsaved_project--Harmonische Analyse (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 VOLT ANALYSIS TYPE . . . . . . . . . . . . . . . . .HARMONIC SOLUTION METHOD. . . . . . . . . . . . . . .FULL OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . . 273.15 THERMAL EXPANSION . . . . . . . . . . . . . . .OFF COMPLEX DISPLACEMENT PRINT OPTION . . . . . . .REAL AND IMAGINARY GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC *** NOTE *** CP = 3.016 TIME= 11:36:44 The structural-electrostatic analysis with KEYOPT(1) = 1001 of element SOLID226 will be piezoelectric. *** NOTE *** CP = 3.016 TIME= 11:36:44 New Solution Control Option is only valid for a single field structural or thermal analysis. The SOLCONTROL,ON command has been de-activated. *** NOTE *** CP = 3.016 TIME= 11:36:44 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 FREQUENCY RANGE . . . . . . . . . . . . . . . . 22000. TO 23000. NUMBER OF SUBSTEPS. . . . . . . . . . . . . . . 10 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . YES PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL NONE NSOL ALL STRS ALL EPEL ALL RSOL ALL **** CENTER OF MASS, MASS, AND MASS MOMENTS OF INERTIA **** CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID TOTAL MASS = 0.92481E-03 MOM. OF INERTIA MOM. OF INERTIA CENTER OF MASS ABOUT ORIGIN ABOUT CENTER OF MASS XC = 0.20368E-01 IXX = 0.7135E-07 IXX = 0.7466E-08 YC = 0.82508E-02 IYY = 0.3920E-06 IYY = 0.7460E-08 ZC = 0.10000E-02 IZZ = 0.4610E-06 IZZ = 0.1438E-07 IXY = -0.1554E-06 IXY = 0.4067E-12 IYZ = -0.7630E-08 IYZ = 0.000 IZX = -0.1884E-07 IZX = 0.4963E-22 *** MASS SUMMARY BY ELEMENT TYPE *** TYPE MASS 110 0.924809E-03 Range of element maximum matrix coefficients in global coordinates Maximum = 128727149 at element 444. Minimum = 58534038.1 at element 248. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 110 480 SOLID226 0.844 0.001758 Time at end of element matrix formulation CP = 4.140625. SPARSE MATRIX DIRECT SOLVER. Number of equations = 8356, Maximum wavefront = 308 Memory allocated for solver = 478.573 MB Memory required for in-core = 74.217 MB Optimal memory required for out-of-core = 11.810 MB Minimum memory required for out-of-core = 8.815 MB *** NOTE *** CP = 4.391 TIME= 11:36:46 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. Sparse solver maximum pivot= 395376822 at node 843 UY. Sparse solver minimum pivot= 6.445660488E-12 at node 642 VOLT. Sparse solver minimum pivot in absolute value= 6.445660488E-12 at node 642 VOLT. *** ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 110 480 SOLID226 0.859 0.001790 *** NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 110 480 SOLID226 0.000 0.000000 *** LOAD STEP 1 SUBSTEP 1 COMPLETED. FREQUENCY= 22100.0 *** NOTE *** CP = 10.578 TIME= 11:36:49 The initial memory allocation (-m) has been exceeded. Supplemental memory allocations are being used. *** LOAD STEP 1 SUBSTEP 2 COMPLETED. FREQUENCY= 22200.0 *** LOAD STEP 1 SUBSTEP 3 COMPLETED. FREQUENCY= 22300.0 *** LOAD STEP 1 SUBSTEP 4 COMPLETED. FREQUENCY= 22400.0 *** LOAD STEP 1 SUBSTEP 5 COMPLETED. FREQUENCY= 22500.0 *** LOAD STEP 1 SUBSTEP 6 COMPLETED. FREQUENCY= 22600.0 *** LOAD STEP 1 SUBSTEP 7 COMPLETED. FREQUENCY= 22700.0 *** LOAD STEP 1 SUBSTEP 8 COMPLETED. FREQUENCY= 22800.0 *** LOAD STEP 1 SUBSTEP 9 COMPLETED. FREQUENCY= 22900.0 *** LOAD STEP 1 SUBSTEP 10 COMPLETED. FREQUENCY= 23000.0 *** ANSYS BINARY FILE STATISTICS BUFFER SIZE USED= 16384 0.938 MB WRITTEN ON ELEMENT SAVED DATA FILE: file.esav 14.312 MB WRITTEN ON ASSEMBLED MATRIX FILE: file.full 22.062 MB WRITTEN ON RESULTS FILE: file.rst *************** Write FE CONNECTORS ********* WRITE OUT CONSTRAINT EQUATIONS TO FILE= file.ce FINISH SOLUTION PROCESSING ***** ROUTINE COMPLETED ***** CP = 69.078 *GET _WALLASOL FROM ACTI ITEM=TIME WALL VALUE= 11.6252778 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.0 ***** ANSYS Academic Teaching Advanced 00000000 VERSION=WINDOWS x64 11:37:31 NOV 27, 2012 CP= 69.078 unsaved_project--Harmonische Analyse (A5) ***** ANSYS RESULTS INTERPRETATION (POST1) ***** *** NOTE *** CP = 69.078 TIME= 11:37:31 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). RESUME ANSYS DATA FROM FILE NAME=pre_mod.db *** ANSYS GLOBAL STATUS *** TITLE = unsaved_project--Harmonische Analyse (A5) ANALYSIS TYPE = HARMONIC NUMBER OF ELEMENT TYPES = 1 480 ELEMENTS CURRENTLY SELECTED. MAX ELEMENT NUMBER = 480 2774 NODES CURRENTLY SELECTED. MAX NODE NUMBER = 2774 4 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER = 1 ACTIVE COORDINATE SYSTEM = 0 (CARTESIAN) NUMBER OF SPECIFIED CONSTRAINTS = 1644 INITIAL JOBNAME = file CURRENT JOBNAME = file You have already entered the general postprocessor (POST1). USE LAST SUBSTEP ON RESULT FILE FOR LOAD CASE 0 *** WARNING *** CP = 69.094 TIME= 11:37:31 Cumulative iteration 10 may have been solved using different model or boundary condition data than currently stored. POST1 results may be erroneous unless you RESUME from a Jobname.DB file for this substep. SET COMMAND GOT LOAD STEP= 1 SUBSTEP= 10 CUMULATIVE ITERATION= 10 TIME/FREQUENCY= 23000. TITLE= unsaved_project--Harmonische Analyse (A5) 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 = 69.109 PRINTOUT RESUMED BY /GOP *GET _WALLDONE FROM ACTI ITEM=TIME WALL VALUE= 11.6252778 PARAMETER _PREPTIME = 0.000000000 *** WARNING *** CP = 69.109 TIME= 11:37:31 Unknown parameter name= _WALLASOL. A value of 7.888609052E-31 will be used. PARAMETER _SOLVTIME = -41804.00000 *** WARNING *** CP = 69.109 TIME= 11:37:31 Unknown parameter name= _WALLASOL. A value of 7.888609052E-31 will be used. PARAMETER _POSTTIME = 41851.00000 PARAMETER _TOTALTIM = 47.00000000 EXIT ANSYS WITHOUT SAVING DATABASE NUMBER OF WARNING MESSAGES ENCOUNTERED= 4 NUMBER OF ERROR MESSAGES ENCOUNTERED= 0 +--------------------- A N S Y S S T A T I S T I C S ------------------------+ Release: 14.0 Build: UP20111024 Platform: WINDOWS x64 Date Run: 11/27/2012 Time: 11:37 Windows Process ID: 8648 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 Number of cores: 2 (Shared Memory Parallel) GPU Acceleration: Not Requested Job Name: file Working Directory: C:\Users\xhe-ap\AppData\Local\Temp\2\WB_ISWTS1_544_5\_ProjectScratch\ScrA3DD Elapsed time spent pre-processing model (/PREP7) : 0.1 seconds Elapsed time spent solution - preprocessing : 0.0 seconds Elapsed time spent computing solution : 47.0 seconds Elapsed time spent solution - postprocessing : 0.0 seconds Elapsed time spent post-processing model (/POST1) : 0.0 seconds Equation solver computational rate : 680.4 Mflops Equation solver effective I/O rate : 2074.0 Mbytes/sec Maximum total memory used : 1045.0 Mbytes Maximum total memory allocated : 1284.0 Mbytes +------------------ E N D A N S Y S S T A T I S T I C S -------------------+ *---------------------------------------------------------------------------* | | | ANSYS RUN COMPLETED | | | |---------------------------------------------------------------------------| | | | Release 14.0 UP20111024 WINDOWS x64 | | | |---------------------------------------------------------------------------| | | | Database Requested(-db) 512 MB Scratch Memory Requested 512 MB | | Maximum Database Used 3 MB Maximum Scratch Memory Used 530 MB | | | |---------------------------------------------------------------------------| | | | CP Time (sec) = 69.125 Time = 11:37:32 | | Elapsed Time (sec) = 53.000 Date = 11/27/2012 | | | *---------------------------------------------------------------------------*