Solver Output 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 2013 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 4 PARALLEL CPUS REQUESTED DESIGNXPLORER REQUESTED START-UP FILE MODE = NOREAD STOP FILE MODE = NOREAD 00251918 VERSION=WINDOWS x64 RELEASE= 14.5.7 UP20130316 CURRENT JOBNAME=file 13:08:49 AUG 28, 2014 CP= 0.998 PARAMETER _DS_PROGRESS = 999.0000000 /INPUT FILE= ds.dat LINE= 0 *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 13.1469444 TITLE= 140827_LaminatAPDL-WB--Static Structural (D5) SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = E:\WS_13_14\Studienarbeit\FEM-Analyse\_ProjectScratch\ScrF6AD\ SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_SOLVERFILES_DIR(1) = E:\WS_13_14\Studienarbeit\FEM-Analyse\140827_LaminatAPDL-WB_files\dp0\SYS\MECH\ SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR TYPE=STRI DIMENSIONS= 248 1 1 PARAMETER _WB_USERFILES_DIR(1) = E:\WS_13_14\Studienarbeit\FEM-Analyse\140827_LaminatAPDL-WB_files\user_files\ --- Data in consistent NMM units. 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 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.5.7 ***** ANSYS Academic Teaching Introductory 00251918 VERSION=WINDOWS x64 13:08:49 AUG 28, 2014 CP= 1.061 140827_LaminatAPDL-WB--Static Structural (D5) ***** ANSYS ANALYSIS DEFINITION (PREP7) ***** *********** Nodes for the whole assembly *********** *********** Elements for Body 1 "Schwertkasten_idealisiert" *********** *********** Elements for Body 2 "Kern_1mm_Kern" *********** *********** Elements for Body 3 "Kern_1mm_surface" *********** *********** Send User Defined Coordinate System(s) *********** *********** Set Reference Temperature *********** *********** Send Materials *********** *********** Send Sheet Properties *********** *********** Send Sheet Layered Section Properties *********** *********** Create Contact "Contact Region 2" *********** Real Contact Set For Above Contact Is 7 & 6 *********** Create Contact "Contact Region 3" *********** Real Contact Set For Above Contact Is 9 & 8 *********** Create Contact "Contact Region 4" *********** Real Contact Set For Above Contact Is 11 & 10 *********** Fixed Supports *********** *********** Define Pressure Using Surface Effect Elements *********** ***** ROUTINE COMPLETED ***** CP = 2.262 --- Number of total nodes = 25184 --- Number of contact elements = 16549 --- Number of spring elements = 0 --- Number of bearing elements = 0 --- Number of solid elements = 14045 --- Number of total elements = 30594 *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 13.1469444 **************************************************************************** ************************* 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 = 2.309 TIME= 13:08:49 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 **************** SELECT FOR ITEM=TYPE COMPONENT= IN RANGE 12 TO 12 STEP 1 2051 ELEMENTS (OF 30594 DEFINED) SELECTED BY ESEL COMMAND. SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 4312 NODES (OF 25184 DEFINED) SELECTED FROM 2051 SELECTED ELEMENTS BY NSLE COMMAND. GENERATE SURFACE LOAD PRES ON SURFACE DEFINED BY ALL SELECTED NODES SET ACCORDING TO TABLE PARAMETER = _LOADVARI46 NUMBER OF PRES ELEMENT FACE LOADS STORED = 2051 ALL SELECT FOR ITEM=NODE COMPONENT= IN RANGE 1 TO 25184 STEP 1 25184 NODES (OF 25184 DEFINED) SELECTED BY NSEL COMMAND. ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 30594 STEP 1 30594 ELEMENTS (OF 30594 DEFINED) SELECTED BY ESEL COMMAND. ALL SELECT FOR ITEM=ELEM COMPONENT= IN RANGE 1 TO 30594 STEP 1 30594 ELEMENTS (OF 30594 DEFINED) SELECTED BY ESEL COMMAND. PRINTOUT RESUMED BY /GOP USE 1 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 1 SUBSTEPS AS A MAXIMUM USE 1 SUBSTEPS AS A MINIMUM TIME= 1.0000 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE. WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE FOR ALL APPLICABLE ENTITIES WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES WRITE 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 = 2.746 TIME= 13:08:50 Element shape checking is currently inactive. Issue SHPP,ON or SHPP,WARN to reactivate, if desired. *** WARNING *** CP = 2.948 TIME= 13:08:50 SOLID186 wedges are recommended only in regions of relatively low stress gradients. *** NOTE *** CP = 2.980 TIME= 13:08:50 The model data was checked and warning messages were found. Please review output or errors file ( E:\WS_13_14\Studienarbeit\FEM-Analyse\_ProjectScratch\ScrF6AD\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 SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. ELEMENT TYPE 3 IS SHELL181. IT IS ASSOCIATED WITH ELASTOPLASTIC MATERIALS ONLY. KEYOPT(8)=2 IS SUGGESTED AND KEYOPT(3)=2 IS SUGGESTED FOR HIGHER ACCURACY OF MEMBRANE STRESSES; OTHERWISE, KEYOPT(3)=0 IS SUGGESTED. KEYOPT(8) HAS BEEN RESET BUT KEYOPT(3) CAN NOT BE RESET HERE. PLEASE RESET IT MANUALLY IF NECESSARY. KEYOPT(1-12)= 0 0 2 0 0 0 0 2 0 0 0 0 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.5.7 ***** ANSYS Academic Teaching Introductory 00251918 VERSION=WINDOWS x64 13:08:50 AUG 28, 2014 CP= 3.151 140827_LaminatAPDL-WB--Static Structural (D5) 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 ROTX ROTY ROTZ 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 *** NOTE *** CP = 3.214 TIME= 13:08:50 Poisson's ratio PR input has been converted to NU input. *** WARNING *** CP = 3.214 TIME= 13:08:50 Material number 7 (used by element 14046 ) 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 = 3.292 TIME= 13:08:50 The step data was checked and warning messages were found. Please review output or errors file ( E:\WS_13_14\Studienarbeit\FEM-Analyse\_ProjectScratch\ScrF6AD\file.err ) for these warning messages. *** NOTE *** CP = 3.292 TIME= 13:08:50 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. *** NOTE *** CP = 3.292 TIME= 13:08:50 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 = 4.961 TIME= 13:08:51 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 = 4.961 TIME= 13:08:51 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 contact stiffness 700.20 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 1.0063 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 0.12641 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 25.282 Average contact pair depth 10.063 Default pinball region factor PINB 0.25000 The resulting pinball region 2.5157 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 4.961 TIME= 13:08:51 Min. Initial gap 0.796689441 was detected between contact element 14208 and target element 16115. The gap is closed due to initial settings. Max. Geometric gap 2.53678327 has been detected between contact element 14110 and target element 15250. *** WARNING *** CP = 4.961 TIME= 13:08:51 The geometric gap/penetration is larger than the pair based pinball. Please verify the pinball radius carefully. *** WARNING *** CP = 4.961 TIME= 13:08:51 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 = 4.961 TIME= 13:08:51 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 contact stiffness 700.20 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.41417 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 0.47268E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 9.4535 Average contact pair depth 4.1417 Default pinball region factor PINB 0.25000 The resulting pinball region 1.0354 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 4.961 TIME= 13:08:51 Min. Initial gap 0.794317664 was detected between contact element 15742 and target element 14195. The gap is closed due to initial settings. Max. Geometric gap 3.36586184 has been detected between contact element 15456 and target element 14160. *** WARNING *** CP = 4.961 TIME= 13:08:51 The geometric gap/penetration is larger than the pair based pinball. Please verify the pinball radius carefully. *** WARNING *** CP = 4.961 TIME= 13:08:51 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 = 4.961 TIME= 13:08:51 Symmetric Deformable- deformable contact pair identified by real constant set 8 and contact element type 8 has been set up. The companion pair has real constant set ID 9. 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 0.35776E+06 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 1.0063 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 0.12641 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 25.282 Average contact pair depth 10.063 User defined pinball region PINB 2.8522 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 4.961 TIME= 13:08:51 Min. Initial gap 0.802142383 was detected between contact element 16888 and target element 17054. The gap is closed due to initial settings. Max. Geometric gap 2.82784367 has been detected between contact element 16911 and target element 17063. *** WARNING *** CP = 4.961 TIME= 13:08:51 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 = 4.961 TIME= 13:08:51 Symmetric Deformable- deformable contact pair identified by real constant set 9 and contact element type 8 has been set up. The companion pair has real constant set ID 8. 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 0.35776E+06 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.90842 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 0.13584 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 27.168 Average contact pair depth 9.0842 User defined pinball region PINB 2.8522 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 4.961 TIME= 13:08:51 Min. Initial gap 0.826018113 was detected between contact element 17031 and target element 16875. The gap is closed due to initial settings. Max. Geometric gap 2.8088116 has been detected between contact element 16958 and target element 16762. *** WARNING *** CP = 4.961 TIME= 13:08:51 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 = 4.961 TIME= 13:08:51 Symmetric Deformable- deformable contact pair identified by real constant set 10 and contact element type 10 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 contact stiffness 355.09 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.81669 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 0.82056E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 16.411 Average contact pair depth 8.1669 User defined pinball region PINB 2.8522 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 4.961 TIME= 13:08:51 Max. Initial penetration 0.778564816 was detected between contact element 20030 and target element 26848. You may move entire target surface by : x= 0.149265511, y= -0.764116129, z= -3.085711958E-03,to reduce initial penetration. **************************************** *** NOTE *** CP = 4.961 TIME= 13:08:51 Symmetric Deformable- deformable contact pair identified by real constant set 11 and contact element type 10 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 contact stiffness 355.09 Default penetration tolerance factor FTOLN 0.10000 The resulting penetration tolerance 0.81233 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 0.91697E-01 Update contact stiffness at each iteration Default Max. friction stress TAUMAX 0.10000E+21 Average contact surface length 18.339 Average contact pair depth 8.1233 User defined pinball region PINB 2.8522 Initial penetration/gap is excluded. Bonded contact (always) is defined. *** NOTE *** CP = 4.961 TIME= 13:08:51 Max. Initial penetration 0.6899011 was detected between contact element 26064 and target element 17930. You may move entire target surface by : x= -0.136202575, y= 0.676312271, z= 3.754760779E-03,to reduce initial penetration. **************************************** ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 6 *** NOTE *** CP = 95.878 TIME= 13:09:27 Contact pair is inactive. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 7 Max. Penetration of -3.552783387E-15 has been detected between contact element 15724 and target element 14194. Max. Geometrical gap of 1.03357933 has been detected between contact element 15700 and target element 14168. *** WARNING *** CP = 95.878 TIME= 13:09:27 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 1236 contact elements, there are 113 elements are in contact. There are 113 elements are in sticking. Contacting area 4197.03205. Max. Pinball distance 1.03541601. One of the contact searching regions contains at least 24 target elements. Max. Pressure/force 5.879172564E-12. Max. Normal stiffness 700.201649. Min. Normal stiffness 700.201649. Max. Tangential stiffness 230.073394. Min. Tangential stiffness 230.073394. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 8 *** NOTE *** CP = 95.878 TIME= 13:09:27 Contact pair is inactive. ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 9 Max. Penetration of -1.777035108E-15 has been detected between contact element 17028 and target element 16872. Max. Geometrical gap of 2.8088116 has been detected between contact element 16958 and target element 16762. *** WARNING *** CP = 95.878 TIME= 13:09:27 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 70 contact elements, there are 29 elements are in contact. There are 29 elements are in sticking. Contacting area 24901.6952. Max. Pinball distance 2.85219214. One of the contact searching regions contains at least 24 target elements. Max. Pressure/force 8.632967655E-09. Max. Normal stiffness 357763.468. Min. Normal stiffness 357763.468. Max. Tangential stiffness 89718.2347. Min. Tangential stiffness 89718.2347. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 10 Max. Penetration of -3.503955298E-12 has been detected between contact element 24546 and target element 28413. Max. Geometrical gap of 9.17037897E-02 has been detected between contact element 20030 and target element 26848. Max. Geometrical penetration of -0.778564816 has been detected between contact element 20030 and target element 26848. For total 4151 contact elements, there are 4151 elements are in contact. There are 4151 elements are in sticking. Contacting area 693984.334. Max. Pinball distance 2.85219214. One of the contact searching regions contains at least 50 target elements. Max. Pressure/force 1.24423211E-09. Max. Normal stiffness 355.093603. Min. Normal stiffness 355.093603. Max. Tangential stiffness 132.531666. Min. Tangential stiffness 132.531666. ************************************************* ************************************************* SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 11 *** NOTE *** CP = 95.878 TIME= 13:09:27 Contact pair is inactive. **** CENTER OF MASS, MASS, AND MASS MOMENTS OF INERTIA **** CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID TOTAL MASS = 0.11307E-01 MOM. OF INERTIA MOM. OF INERTIA CENTER OF MASS ABOUT ORIGIN ABOUT CENTER OF MASS XC = 25.639 IXX = 925.9 IXX = 701.8 YC = -2.4684 IYY = 1316. IYY = 1084. ZC = -140.74 IZZ = 392.7 IZZ = 385.2 IXY = 2.256 IXY = 1.540 IYZ = -9.439 IYZ = -5.511 IZX = 144.8 IZX = 104.0 *** MASS SUMMARY BY ELEMENT TYPE *** TYPE MASS 1 0.615679E-02 2 0.247297E-03 3 0.490268E-02 Range of element maximum matrix coefficients in global coordinates Maximum = 138898090 at element 16947. Minimum = 32.5117794 at element 8099. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 348 SOLID186 10.514 0.030214 2 12113 SOLID187 127.453 0.010522 3 1584 SHELL181 47.986 0.030294 6 1340 CONTA174 13.323 0.009942 7 1340 TARGE170 8.876 0.006624 8 174 CONTA174 3.136 0.018021 9 174 TARGE170 1.778 0.010221 10 5735 CONTA174 82.041 0.014305 11 5735 TARGE170 43.306 0.007551 12 2051 SURF154 20.998 0.010238 Time at end of element matrix formulation CP = 95.971817. FORCE CONVERGENCE VALUE = 8.620 CRITERION= 0.4398E-01 MOMENT CONVERGENCE VALUE = 0.000 CRITERION= 0.5018 SPARSE MATRIX DIRECT SOLVER. Number of equations = 79230, Maximum wavefront = 1206 *** NOTE *** CP = 96.315 TIME= 13:09:41 The initial memory allocation (-m) has been exceeded. Supplemental memory allocations are being used. Memory allocated for solver = 468.597 MB Memory required for in-core = 414.882 MB Optimal memory required for out-of-core = 60.572 MB Minimum memory required for out-of-core = 48.936 MB *** NOTE *** CP = 97.469 TIME= 13:09:43 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= 42111 totEqn= 79230 Job CP sec= 101.619 Factor Done= 50% Factor Wall sec= 0.938 rate=15110.0 Mflops curEqn= 79230 totEqn= 79230 Job CP sec= 105.160 Factor Done= 100% Factor Wall sec= 1.838 rate=15396.9 Mflops Sparse solver maximum pivot= 177730850 at node 2411 UY. Sparse solver minimum pivot= 12.9519744 at node 4325 UZ. Sparse solver minimum pivot in absolute value= 12.9519744 at node 4325 UZ. *** ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 348 SOLID186 3.604 0.010355 2 12113 SOLID187 133.552 0.011026 3 1584 SHELL181 36.005 0.022730 6 1340 CONTA174 7.940 0.005926 7 1340 TARGE170 3.323 0.002480 8 174 CONTA174 3.104 0.017842 9 174 TARGE170 0.328 0.001883 10 5735 CONTA174 49.842 0.008691 11 5735 TARGE170 20.249 0.003531 12 2051 SURF154 13.697 0.006678 *** NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 348 SOLID186 0.094 0.000269 2 12113 SOLID187 4.555 0.000376 3 1584 SHELL181 0.811 0.000512 6 1340 CONTA174 2.153 0.001607 7 1340 TARGE170 0.499 0.000373 8 174 CONTA174 0.234 0.001345 9 174 TARGE170 0.078 0.000448 10 5735 CONTA174 1.622 0.000283 11 5735 TARGE170 4.555 0.000794 12 2051 SURF154 0.374 0.000183 *** 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 110.000 MB WRITTEN ON ELEMENT SAVED DATA FILE: file.esav 47.375 MB WRITTEN ON ASSEMBLED MATRIX FILE: file.full 21.625 MB WRITTEN ON RESULTS FILE: file.rst *************** Write FE CONNECTORS ********* WRITE OUT CONSTRAINT EQUATIONS TO FILE= file.ce **************************************************** *************** FINISHED SOLVE FOR LS 1 ************* PARAMETER _DS_PROGRESS DELETED. *GET _WALLASOL FROM ACTI ITEM=TIME WALL VALUE= 13.1716667 FINISH SOLUTION PROCESSING ***** ROUTINE COMPLETED ***** CP = 179.323 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 14.5.7 ***** ANSYS Academic Teaching Introductory 00251918 VERSION=WINDOWS x64 13:10:19 AUG 28, 2014 CP= 179.354 140827_LaminatAPDL-WB--Static Structural (D5) ***** ANSYS RESULTS INTERPRETATION (POST1) ***** *** NOTE *** CP = 179.354 TIME= 13:10:19 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). ALL ELEMENT TABLE ITEMS ERASED STORE SMIS1 FROM ITEM=SMIS COMP= 1 FOR ALL SELECTED ELEMENTS *** WARNING *** CP = 179.370 TIME= 13:10:19 The requested database is not available. The ETABLE command is ignored. STORE SMIS2 FROM ITEM=SMIS COMP= 2 FOR ALL SELECTED ELEMENTS *** WARNING *** CP = 179.370 TIME= 13:10:19 The requested database is not available. The ETABLE command is ignored. STORE SMIS3 FROM ITEM=SMIS COMP= 3 FOR ALL SELECTED ELEMENTS *** WARNING *** CP = 179.370 TIME= 13:10:19 The requested database is not available. The ETABLE command is ignored. STORE SMIS4 FROM ITEM=SMIS COMP= 4 FOR ALL SELECTED ELEMENTS *** WARNING *** CP = 179.370 TIME= 13:10:19 The requested database is not available. The ETABLE command is ignored. STORE SMIS5 FROM ITEM=SMIS COMP= 5 FOR ALL SELECTED ELEMENTS *** WARNING *** CP = 179.370 TIME= 13:10:19 The requested database is not available. The ETABLE command is ignored. STORE SMIS6 FROM ITEM=SMIS COMP= 6 FOR ALL SELECTED ELEMENTS *** WARNING *** CP = 179.370 TIME= 13:10:19 The requested database is not available. The ETABLE command is ignored. STORE SMIS7 FROM ITEM=SMIS COMP= 7 FOR ALL SELECTED ELEMENTS *** WARNING *** CP = 179.370 TIME= 13:10:19 The requested database is not available. The ETABLE command is ignored. STORE SMIS8 FROM ITEM=SMIS COMP= 8 FOR ALL SELECTED ELEMENTS *** WARNING *** CP = 179.370 TIME= 13:10:19 The requested database is not available. The ETABLE command is ignored. PRINT ELEMENT TABLE ITEMS PER ELEMENT *** WARNING *** CP = 179.370 TIME= 13:10:19 No element table items are available. The PRETAB command is ignored. /OUTPUT FILE= ESACOMP.LIS *---------------------------------------------------------------------------* | | | ANSYS RUN COMPLETED | | | |---------------------------------------------------------------------------| | | | Release 14.5.7 UP20130316 WINDOWS x64 | | | |---------------------------------------------------------------------------| | | | Database Requested(-db) 512 MB Scratch Memory Requested 512 MB | | Maximum Database Used 55 MB Maximum Scratch Memory Used 520 MB | | | |---------------------------------------------------------------------------| | | | CP Time (sec) = 180.025 Time = 13:10:22 | | Elapsed Time (sec) = 96.000 Date = 08/28/2014 | | | *---------------------------------------------------------------------------*