Hallo zusammen.
Um eine Aufgabe für die Uni zu erledigen hab ich mir ANSYS Academic Research versucht eine Simulation zu laufen. Es ist ein Kombination von Thermisch-Stationar und Statisch-Mechanisch. Wenn ich die zwei Simulationen getrennt laufen lasse, kriege ich kein Fehlermeldung aber wenn ich die Simulationen zussamen laufen lasse kriege ich die folgende Fehlermeldung:
"Während der Mechanical APDL-Lösung ist ein unbekannter Fehler aufgetreten. Prüfen Sie die Solver-Ausgabe für das Lösungsinformationsobjekt auf mögliche Ursachen."
Ich wäre sehr Dankbar wenn jemand dieses Problem finde.
Vielen Dank im Voraus
Ich füge die Lösungsinformationen ein:
ANSYS Academic Research
*------------------------------------------------------------------*
| |
| 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 Release 16.2 LEGAL NOTICES *
***************************************************************
* *
* Copyright 2015 SAS IP, 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 9001:2008 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). *
* *
***************************************************************
Release 16.2
Point Releases and Patches installed:
ANSYS, Inc. Products Release 16.2
ANSYS Mechanical Products Release 16.2
ANSYS Customization Files for User Programmable Features Release 16.2
ANSYS Autodyn Release 16.2
ANSYS LS-DYNA Release 16.2
ANSYS AIM Release 16.2
ANSYS CFX (includes ANSYS CFD-Post) Release 16.2
ANSYS Fluent (includes ANSYS CFD-Post) Release 16.2
ANSYS TurboGrid Release 16.2
ANSYS Polyflow (includes ANSYS CFD-Post) Release 16.2
ANSYS CFD-Post only Release 16.2
ANSYS ICEM CFD Release 16.2
ANSYS Aqwa Release 16.2
ANSYS Composite PrepPost Release 16.2
ANSYS Icepak (includes ANSYS CFD-Post) Release 16.2
ANSYS Remote Solve Manager Standalone Services Release 16.2
Catia, Version 5 Release 16.2
ANSYS, Inc. License Manager Release 16.2
***** ANSYS COMMAND LINE ARGUMENTS *****
BATCH MODE REQUESTED (-b) = NOLIST
INPUT FILE COPY MODE (-c) = COPY
SHARED MEMORY PARALLEL REQUESTED
SINGLE PROCESS WITH 2 THREADS REQUESTED
TOTAL OF 2 CORES REQUESTED
DESIGNXPLORER REQUESTED
START-UP FILE MODE = NOREAD
STOP FILE MODE = NOREAD
RELEASE= Release 16.2 BUILD= 16.2 UP20150629 VERSION=WINDOWS x64
CURRENT JOBNAME=file 11:33:38 MAR 08, 2017 CP= 0.984
PARAMETER _DS_PROGRESS = 999.0000000
/INPUT FILE= ds.dat LINE= 0
DO NOT WRITE ELEMENT RESULTS INTO DATABASE
*GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 11.5605556
TITLE=
ZK--Statisch-mechanisch (E5)
ACT Extensions:
SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR
TYPE=STRI DIMENSIONS= 248 1 1
PARAMETER _WB_PROJECTSCRATCH_DIR(1) = \\nas.ads.mwn.de\ga54dut\LVK-PC\Desktop\ZK\_ProjectScratch\Scr8B57\
SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR
TYPE=STRI DIMENSIONS= 248 1 1
PARAMETER _WB_SOLVERFILES_DIR(1) = \\nas.ads.mwn.de\ga54dut\LVK-PC\Desktop\ZK\ZK_files\dp0\SYS-2\MECH\
SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR
TYPE=STRI DIMENSIONS= 248 1 1
PARAMETER _WB_USERFILES_DIR(1) = \\nas.ads.mwn.de\ga54dut\LVK-PC\Desktop\ZK\ZK_files\user_files\
--- Data in consistent NMM units. See Solving Units in the help system for more
MPA UNITS SPECIFIED FOR INTERNAL
LENGTH = MILLIMETERS (mm)
MASS = TONNE (Mg)
TIME = SECONDS (sec)
TEMPERATURE = CELSIUS (C)
TOFFSET = 273.0
FORCE = NEWTON (N)
HEAT = MILLIJOULES (mJ)
INPUT UNITS ARE ALSO SET TO MPA
*** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE Release 16.2 16.2 ***
ANSYS Academic Research
00226479 VERSION=WINDOWS x64 11:33:38 MAR 08, 2017 CP= 1.062
ZK--Statisch-mechanisch (E5)
***** ANSYS ANALYSIS DEFINITION (PREP7) *****
*********** Nodes for the whole assembly ***********
*********** Elements for Body 1 "BFM.OM.3005_Hydraulikkolben" ***********
*********** Elements for Body 2 "Halter_2" ***********
*********** Elements for Body 3 "BFM.OM.009_HM Platte unten" ***********
*********** Elements for Body 4 "BFM.OM.009_Glasring" ***********
*********** Elements for Body 5 "BFM.OM.009_HM Platte_oben_V30_neue" **********
*********** Elements for Body 6 "Zylinderkopf_Kuehlung" ***********
*********** Send User Defined Coordinate System(s) ***********
*********** Set Reference Temperature ***********
*********** Send Materials ***********
*** WARNING *** CP = 2.422 TIME= 11:33:40
Material property ALPX of material 6 is evaluated at a temperature of
22, which is below the supplied temperature range. Temperature range
checking terminates.
*********** Create Contact "Verbund - BFM.OM.3005_Hydraulikkolben bis BFM.OM.00
Real Constant Set For Above Contact Is 8 & 7
*********** Create Contact "Verbund - Halter_2 bis Zylinderkopf_Kuehlung" *****
Real Constant Set For Above Contact Is 10 & 9
*********** Create Contact "Verbund - BFM.OM.009_HM Platte unten bis BFM.OM.009
Real Constant Set For Above Contact Is 12 & 11
*********** Create Contact "Verbund - BFM.OM.009_Glasring bis BFM.OM.009_HM Pla
Real Constant Set For Above Contact Is 14 & 13
*********** Create Contact "Verbund - BFM.OM.009_HM Platte_oben_V30_neue bis Zy
Real Constant Set For Above Contact Is 16 & 15
*********** Fixed Supports ***********
********* Frictionless Supports X *********
********* Frictionless Supports Y *********
******* Constant Zero Displacement X *******
******* Constant Zero Displacement Y *******
*********** Create Elastic Support ***********
*********** Define Pressure Using Surface Effect Elements ***********
*********** Define Force Using Surface Effect Elements ***********
***** ROUTINE COMPLETED ***** CP = 2.688
--- Number of total nodes = 148095
--- Number of contact elements = 15907
--- Number of spring elements = 0
--- Number of bearing elements = 0
--- Number of solid elements = 69114
--- Number of total elements = 85021
*GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 11.5611111
****************************************************************************
************************* 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 = 2.734 TIME= 11:33:40
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
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 ****************
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 18 TO 18 STEP 1
1088 ELEMENTS (OF 85021 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
3266 NODES (OF 148095 DEFINED) SELECTED FROM
1088 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD PRES ON SURFACE DEFINED BY ALL SELECTED NODES
SET ACCORDING TO TABLE PARAMETER = _LOADVARI344
NUMBER OF PRES ELEMENT FACE LOADS STORED = 1088
ALL SELECT FOR ITEM=NODE COMPONENT=
IN RANGE 1 TO 148095 STEP 1
148095 NODES (OF 148095 DEFINED) SELECTED BY NSEL COMMAND.
ALL SELECT FOR ITEM=ELEM COMPONENT=
IN RANGE 1 TO 85021 STEP 1
85021 ELEMENTS (OF 85021 DEFINED) SELECTED BY ESEL COMMAND.
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 19 TO 19 STEP 1
747 ELEMENTS (OF 85021 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
1588 NODES (OF 148095 DEFINED) SELECTED FROM
747 SELECTED ELEMENTS BY NSLE COMMAND.
SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 1 KVAL = 1
SET ACCORDING TO TABLE PARAMETER = _LOADVARI346X
SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 2 KVAL = 1
SET ACCORDING TO TABLE PARAMETER = _LOADVARI346Y
SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 3 KVAL = 1
SET ACCORDING TO TABLE PARAMETER = _LOADVARI346Z
ALL SELECT FOR ITEM=NODE COMPONENT=
IN RANGE 1 TO 148095 STEP 1
148095 NODES (OF 148095 DEFINED) SELECTED BY NSEL COMMAND.
ALL SELECT FOR ITEM=ELEM COMPONENT=
IN RANGE 1 TO 85021 STEP 1
85021 ELEMENTS (OF 85021 DEFINED) SELECTED BY ESEL COMMAND.
ALL SELECT FOR ITEM=ELEM COMPONENT=
IN RANGE 1 TO 85021 STEP 1
85021 ELEMENTS (OF 85021 DEFINED) SELECTED BY ESEL COMMAND.
PRINTOUT RESUMED BY /GOP
*********** Create Imported Load "Importierte K_rpertemperatur" ***********
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
WRITE EPTH 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 = 5.516 TIME= 11:33:43
Element shape checking is currently inactive. Issue SHPP,ON or
SHPP,WARN to reactivate, if desired.
*** NOTE *** CP = 6.609 TIME= 11:33:43
The model data was checked and warning messages were found.
Please review output or errors file (
\\nas.ads.mwn.de\ga54dut\LVK-PC\Desktop\ZK\_ProjectScratch\Scr8B57\file
e.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.
ELEMENT TYPE 2 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.
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
ELEMENT TYPE 4 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 5 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 6 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.
*** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE Release 16.2 16.2 ***
ANSYS Academic Research
00226479 VERSION=WINDOWS x64 11:33:43 MAR 08, 2017 CP= 6.703
ZK--Statisch-mechanisch (E5)
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 = 6.812 TIME= 11:33:43
Tref( 22 ) is outside of the temperature range defined by the MPTEMP
data used for ALPX of material 6.
*** NOTE *** CP = 6.812 TIME= 11:33:43
Property ALPX of material 6 is defined over a temperature range from
100 to 400 which does not include the uniform temperature (22).
Change either temperature range or the uniform temperature. Checking
for this condition discontinues.
*** WARNING *** CP = 6.891 TIME= 11:33:43
Material number 8 (used by element 69115 ) 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 = 7.016 TIME= 11:33:44
The step data was checked and warning messages were found.
Please review output or errors file (
\\nas.ads.mwn.de\ga54dut\LVK-PC\Desktop\ZK\_ProjectScratch\Scr8B57\file
e.err ) for these warning messages.
*** NOTE *** CP = 7.016 TIME= 11:33:44
This nonlinear analysis defaults to using the full Newton-Raphson
solution procedure. This can be modified using the NROPT command.
*** NOTE *** CP = 7.016 TIME= 11:33:44
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
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
EPTH ALL
SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr
*** NOTE *** CP = 9.406 TIME= 11:33:45
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 = 9.406 TIME= 11:33:45
Symmetric Deformable- deformable contact pair identified by real
constant set 7 and contact element type 7 has been set up. The
companion pair has real constant set ID 8. 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 0.44258E+07
Default penetration tolerance factor FTOLN 0.10000
The resulting penetration tolerance 0.95802
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 0.85576E-01
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX 0.10000E+21
Average contact surface length 17.115
Average contact pair depth 9.5802
Default pinball region factor PINB 0.25000
The resulting pinball region 2.3951
Initial penetration/gap is excluded.
Bonded contact (always) is defined.
*** NOTE *** CP = 9.406 TIME= 11:33:46
Max. Initial penetration 2.804855847E-05 was detected between contact
element 69208 and target element 70359.
You may move entire target surface by : x= -1.095928466E-05, y=
-2.581890222E-05, z= 7.412984489E-20,to reduce initial penetration.
****************************************
*** NOTE *** CP = 9.406 TIME= 11:33:46
Symmetric Deformable- deformable contact pair identified by real
constant set 8 and contact element type 7 has been set up. The
companion pair has real constant set ID 7. 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 0.44258E+07
Default penetration tolerance factor FTOLN 0.10000
The resulting penetration tolerance 0.27176
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 0.14911E-01
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX 0.10000E+21
Average contact surface length 2.9823
Average contact pair depth 2.7176
Default pinball region factor PINB 0.25000
The resulting pinball region 0.67940
Initial penetration/gap is excluded.
Bonded contact (always) is defined.
*** NOTE *** CP = 9.406 TIME= 11:33:46
Max. Initial penetration 2.825273919E-05 was detected between contact
element 69810 and target element 69146.
You may move entire target surface by : x= 2.522338456E-06, y=
2.813991969E-05, z= 2.781859551E-19,to reduce initial penetration.
****************************************
*** NOTE *** CP = 9.406 TIME= 11:33:46
Symmetric Deformable- deformable contact pair identified by real
constant set 9 and contact element type 9 has been set up. The
companion pair has real constant set ID 10. 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 0.32439E+07
Default penetration tolerance factor FTOLN 0.10000
The resulting penetration tolerance 1.2764
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 0.71804E-01
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX 0.10000E+21
Average contact surface length 14.361
Average contact pair depth 12.764
Default pinball region factor PINB 0.25000
The resulting pinball region 3.1910
Initial penetration/gap is excluded.
Bonded contact (always) is defined.
*** NOTE *** CP = 9.406 TIME= 11:33:46
Max. Initial penetration 1.421085472E-14 was detected between contact
element 70697 and target element 71135.
****************************************
*** NOTE *** CP = 9.406 TIME= 11:33:46
Symmetric Deformable- deformable contact pair identified by real
constant set 10 and contact element type 9 has been set up. The
companion pair has real constant set ID 9. 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 0.32439E+07
Default penetration tolerance factor FTOLN 0.10000
The resulting penetration tolerance 1.2331
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 0.71058E-01
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX 0.10000E+21
Average contact surface length 14.212
Average contact pair depth 12.331
Default pinball region factor PINB 0.25000
The resulting pinball region 3.0827
Initial penetration/gap is excluded.
Bonded contact (always) is defined.
*** NOTE *** CP = 9.406 TIME= 11:33:46
Max. Initial penetration 1.421085472E-14 was detected between contact
element 70860 and target element 70432.
****************************************
*** NOTE *** CP = 9.406 TIME= 11:33:46
Symmetric Deformable- deformable contact pair identified by real
constant set 11 and contact element type 11 has been set up. The
companion pair has real constant set ID 12. 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 0.49000E+07
Default penetration tolerance factor FTOLN 0.10000
The resulting penetration tolerance 0.32535
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 0.13806E-01
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX 0.10000E+21
Average contact surface length 2.7613
Average contact pair depth 3.2535
Default pinball region factor PINB 0.25000
The resulting pinball region 0.81337
Initial penetration/gap is excluded.
Bonded contact (always) is defined.
*** NOTE *** CP = 9.406 TIME= 11:33:46
Max. Initial penetration 1.421085472E-14 was detected between contact
element 71708 and target element 72610.
****************************************
*** NOTE *** CP = 9.406 TIME= 11:33:46
Symmetric Deformable- deformable contact pair identified by real
constant set 12 and contact element type 11 has been set up. The
companion pair has real constant set ID 11. 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 0.49000E+07
Default penetration tolerance factor FTOLN 0.10000
The resulting penetration tolerance 0.28571
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 0.14845E-01
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX 0.10000E+21
Average contact surface length 2.9691
Average contact pair depth 2.8571
Default pinball region factor PINB 0.25000
The resulting pinball region 0.71429
Initial penetration/gap is excluded.
Bonded contact (always) is defined.
*** NOTE *** CP = 9.422 TIME= 11:33:46
Max. Initial penetration 1.421085472E-14 was detected between contact
element 72086 and target element 71603.
****************************************
*** NOTE *** CP = 9.422 TIME= 11:33:46
Symmetric Deformable- deformable contact pair identified by real
constant set 13 and contact element type 13 has been set up. The
companion pair has real constant set ID 14. 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 0.49000E+07
Default penetration tolerance factor FTOLN 0.10000
The resulting penetration tolerance 0.28571
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 0.14383E-01
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX 0.10000E+21
Average contact surface length 2.8767
Average contact pair depth 2.8571
Default pinball region factor PINB 0.25000
The resulting pinball region 0.71429
Initial penetration/gap is excluded.
Bonded contact (always) is defined.
*** NOTE *** CP = 9.453 TIME= 11:33:46
Min. Initial gap 6.405049782E-15 was detected between contact element
72896 and target element 73492.
The gap is closed due to initial settings.
****************************************
*** NOTE *** CP = 9.469 TIME= 11:33:46
Symmetric Deformable- deformable contact pair identified by real
constant set 14 and contact element type 13 has been set up. The
companion pair has real constant set ID 13. 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 0.49000E+07
Default penetration tolerance factor FTOLN 0.10000
The resulting penetration tolerance 0.27859
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 0.13225E-01
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX 0.10000E+21
Average contact surface length 2.6451
Average contact pair depth 2.7859
Default pinball region factor PINB 0.25000
The resulting pinball region 0.69647
Initial penetration/gap is excluded.
Bonded contact (always) is defined.
*** NOTE *** CP = 9.484 TIME= 11:33:46
Min. Initial gap 6.403848482E-15 was detected between contact element
73172 and target element 72616.
The gap is closed due to initial settings.
****************************************
*** NOTE *** CP = 9.484 TIME= 11:33:46
Symmetric Deformable- deformable contact pair identified by real
constant set 15 and contact element type 15 has been set up. The
companion pair has real constant set ID 16. 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 0.30023E+08
Default penetration tolerance factor FTOLN 0.10000
The resulting penetration tolerance 0.30812
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 0.12789E-01
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX 0.10000E+21
Average contact surface length 2.5577
Average contact pair depth 3.0812
Default pinball region factor PINB 0.25000
The resulting pinball region 0.77029
Initial penetration/gap is excluded.
Bonded contact (always) is defined.
*** NOTE *** CP = 9.484 TIME= 11:33:46
Max. Initial penetration 2.849089943E-07 was detected between contact
element 74588 and target element 79780.
Max. Geometric gap 0.141426195 has been detected between contact
element 74366 and target element 78860.
****************************************
*** NOTE *** CP = 9.500 TIME= 11:33:46
Symmetric Deformable- deformable contact pair identified by real
constant set 16 and contact element type 15 has been set up. The
companion pair has real constant set ID 15. 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 0.30023E+08
Default penetration tolerance factor FTOLN 0.10000
The resulting penetration tolerance 0.13323
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 0.78389E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX 0.10000E+21
Average contact surface length 1.5678
Average contact pair depth 1.3323
Default pinball region factor PINB 0.25000
The resulting pinball region 0.33308
Initial penetration/gap is excluded.
Bonded contact (always) is defined.
*** NOTE *** CP = 9.516 TIME= 11:33:46
Max. Initial penetration 3.154002468E-07 was detected between contact
element 75540 and target element 74125.
Max. Geometric gap 0.141428762 has been detected between contact
element 74922 and target element 73890.
****************************************
*** NOTE *** CP = 10.141 TIME= 11:33:47
The PCG solver has automatically set the level of difficulty for this
model to 2.
*** ERROR *** CP = 15.375 TIME= 11:33:50
Thermal strain in element 30748 with material 6 has caused the element
to invert. Please check the thermal expansion definition and the
temperature change.
NUMBER OF WARNING MESSAGES ENCOUNTERED= 4
NUMBER OF ERROR MESSAGES ENCOUNTERED= 1
***** PROBLEM TERMINATED BY INDICATED ERROR(S) OR BY END OF INPUT DATA *****
+--------------------- A N S Y S S T A T I S T I C S ------------------------+
Release: Release 16.2 Build: 16.2 Update: UP20150629 Platform: WINDOWS x64
Date Run: 03/08/2017 Time: 11:33
Windows Process ID: 3112
Processor Model: Intel(R) Core(TM) i5-2400 CPU @ 3.10GHz
Compiler: Intel(R) FORTRAN Compiler Version 14.0.0 (Build: 20140422)
Intel(R) C/C++ Compiler Version 14.0.0 (Build: 20140422)
Intel(R) Math Kernel Library Version 11.1.3 Product Build 20140917
Total number of cores available : 4
Number of physical cores available : 4
Number of processes requested : 1
Number of threads per process requested : 2
Total number of cores requested : 2 (Shared Memory Parallel)
GPU Acceleration: Not Requested
Job Name: file
Working Directory: \\nas.ads.mwn.de\ga54dut\LVK-PC\Desktop\ZK\_ProjectScratch\Scr8B57
Total CPU time for main thread : 11.2 seconds
Total CPU time summed for all threads : 15.8 seconds
Elapsed time spent pre-processing model (/PREP7) : 1.9 seconds
Elapsed time spent solution - preprocessing : 1.5 seconds
Elapsed time spent computing solution : 5.7 seconds
Elapsed time spent solution - postprocessing : 0.0 seconds
Elapsed time spent post-processing model (/POST1) : 0.0 seconds
Maximum total memory used : 558.0 MB
Maximum total memory allocated : 2112.0 MB
Maximum total memory available : 8 GB
+------------------ E N D A N S Y S S T A T I S T I C S -------------------+
*---------------------------------------------------------------------------*
| |
| ANSYS RUN COMPLETED |
| |
|---------------------------------------------------------------------------|
| |
| Ansys Release 16.2 Build 16.2 UP20150629 WINDOWS x64 |
| |
|---------------------------------------------------------------------------|
| |
| Database Requested(-db) 1024 MB Scratch Memory Requested 1024 MB |
| Maximum Database Used 139 MB Maximum Scratch Memory Used 419 MB |
| |
|---------------------------------------------------------------------------|
| |
| CP Time (sec) = 15.812 Time = 11:33:52 |
| Elapsed Time (sec) = 18.000 Date = 03/08/2017 |
| |
*---------------------------------------------------------------------------*
Eine Antwort auf diesen Beitrag verfassen (mit Zitat/Zitat des Beitrags) IP
Foren auf CAD.de (alle Foren)
| 
