老大帮忙
老大，我设置好了以为，用内置求解器开始计算的时候，不到5秒钟出现psolid.exe错误，退出，用外置求解器计算的时候算一会就算不下去了，但是用外置求解器的双精度计算的话就可以算，这是何种原因呢 算的什么啊？ 算的什么啊？ 冷冲，没什么特别的 有空吧PRE发到我邮箱。我帮你看看 好的，到时候我把解决方案发上来，今天早上发现没有进行冲压就结束了，只到压边 本帖最后由 zoe122208 于 2009-10-14 09:56 编辑MAX PLAS STRAIN (NOT ACTIVE IF 0.) =0.0000E+00
B O U N D A R YC O N D I T I O N S
NODES WITH BOUNDARY CONDITIONS
NODE NO. CONDITION NORMALIZED GIVEN SKEW VECTORS SENSOR
====DATA SUPPRESSED BY NOPRINT OPTION====
====TOTAL NUMBER OF B.C. APPLICATION NODES = 2604
A C C E L E R A T I O N F I E L D S
ACCELERATION FIELD NO. 13
NUMBER OF NODES ................. 1800
LOAD CURVE NUMBER FOR X-ACCEL. .. 0
CURVE MULTIPLIER ................0.0000E+00
LOAD CURVE NUMBER FOR Y-ACCEL. .. 0
CURVE MULTIPLIER ................0.0000E+00
LOAD CURVE NUMBER FOR Z-ACCEL. .. 9
CURVE MULTIPLIER ................ -0.1000E+01
LIST OF NODES:
====DATA SUPPRESSED BY NOPRINT OPTION====
S L I D I N GS U R F A C E S&V O I D S
SLIDING INTERFACE MODELS
TYPE.EQ.1 SLIDING WITHOUT SEPARATION
TYPE.EQ.10SOLID STABILIZATION CONTACT
TYPE.EQ.15FAST PENALTY NODE-TO-SEGMENT CONTACT
FOR STAMPING (3D BUCKET SEARCH)
TYPE.EQ.16HYDRO-FORMING INTERFACE
TYPE.EQ.17NODE-TO-SEGMENT CONTACT FOR IMPLICIT APPL
(2D BUCKET SEARCH)
TYPE.EQ.19QUIKSTAMP CONTACT INTERFACE
TYPE.EQ.21BODY-TO-MULTIPLANE CONTACT
TYPE.EQ.33SYMETRIC MASTER-SLAVE CONTACT WITH:
NODE-SEGMENT AND NODE-EDGE TREATMENT
TYPE.EQ.34NON-SYMETRIC MASTER-SLAVE CONTACT WITH:
NODE-SEGMENT AND NODE-EDGE TREATMENT
TYPE.EQ.36SELFIMPACTING CONTACT WITH:
NODE-SEGMENT AND NODE-EDGE TREATMENT
TYPE.EQ.37SELFIMPACTING CONTACT FOR AIRBAG WITH:
NODE-SEGMENT, NODE-EDGE AND EDGE-EDGE TREATMENT
TYPE.EQ.43MASTER-SLAVE EDGE-EDGE CONTACT
TYPE.EQ.44HIGHER-ORDER NODE TO SEGMENT CONTACT
TYPE.EQ.46SELFIMPACTING CONTACT WITH:
EDGE-EDGE TREATMENT
TYPE.EQ.54NON-SYMETRIC MASTER-SLAVE CONTACT WITH:
ZERO CONTACT THICKNESS NODE-SEGMENT AND NODE-EDGE TREATMENT
S L I D E L I N E D E F I N I T I O NN O. 1
SLIDE LINE NAME ....................... Blank / Punch
SLIDE LINE IDENTIFIER.................. 7
SLIDE LINE TYPE........................ 17
FRICTION FACTOR........................ 0.0000E+00
MASTER & SLAVE SEGMENT THICKNESS....... 0.1000E+01
ACTIVATION TIME........................ 0.0000E+00
DEACTIVATION TIME...................... 0.0000E+00
SWITCHING SENSOR NUMBER ............... 0
CONTACT INCREMENT NUMBER............... 1
SCALE FACTOR FOR PENALTY............... 0.3000E-01
MASTER ORIENTATION..................... 3
VARIABLE THICKNESS FLAG ACTIVATED......
***** INPUT FOR S L A V E SURFACE ID. 7 *****
====DATA SUPPRESSED BY NOPRINT OPTION====
***** INPUT FOR M A S T E R SURFACE ID. 7 *****
====DATA SUPPRESSED BY NOPRINT OPTION====
S L I D E L I N E D E F I N I T I O NN O. 2
SLIDE LINE NAME ....................... Blank / Blank holder
SLIDE LINE IDENTIFIER.................. 8
SLIDE LINE TYPE........................ 17
FRICTION FACTOR........................ 0.0000E+00
MASTER & SLAVE SEGMENT THICKNESS....... 0.1000E+01
ACTIVATION TIME........................ 0.0000E+00
DEACTIVATION TIME...................... 0.0000E+00
SWITCHING SENSOR NUMBER ............... 0
CONTACT INCREMENT NUMBER............... 1
SCALE FACTOR FOR PENALTY............... 0.3000E-01
MASTER ORIENTATION..................... 3
VARIABLE THICKNESS FLAG ACTIVATED......
***** INPUT FOR S L A V E SURFACE ID. 8 *****
====DATA SUPPRESSED BY NOPRINT OPTION====
***** INPUT FOR M A S T E R SURFACE ID. 8 *****
====DATA SUPPRESSED BY NOPRINT OPTION====
F L E X I B L ET O K E NS Y S T E M
1 - FUNCTION SET: AUT_S_01
SUB-DOMAIN: MF_STAMP
AGREEMENT : NEEDED
TOKENS : 13
2 - CPU CORE :
TOKENS : 5
TOTAL TOKEN NUMBER: 18
*** WARNING *** LOAD CURVE 10 IS NOT USED.
*** WARNING *** LOAD CURVE 11 IS NOT USED.
*** WARNING *** LOAD CURVE 12 IS NOT USED.
*** INFO *** TABLE FOR KINEMATIC CHECK OPTION :
R R M M M M M R L A V D R R R X X X B N S
B B B B B T T W I C E I A V A A V D O O L
O C S C B O O A N C L S C E N C E I U D I
D O Y O B C I L C 3 3 3 3 3 3 3 3 3 N C P
Y G S G O O N L O D D D D D D D D D C O R
RBODY :1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1
RBCOG :1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
MBSYS :1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1
MBCOG :1 0 1 1 0 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1
MBBBO :1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
MTOCO :1 0 1 1 0 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1
MTOIN :0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
RWALL :1 0 0 0 0 1 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1
LINCO :1 0 1 1 0 1 0 1 1 1 1 1 1 1 1 1 1 1 0 0 1
XXX3D :1 0 1 1 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1
BOUNC :1 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
NODCO :1 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1
SLIPR :1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
*** INFO *** MEMORY ALLOCATION AFTER INPUT PHASE :
TOTAL PEAK MEMORY USED .......... 1.89 Mbytes
TOTAL ACTUAL MEMORY NEEDED ...... 1.70 Mbytes
*** INFO *** MINIMUM NODAL INERTIA =0.324E-10
S L I D I N GS U R F A C E S&V O I D S
S L I D E L I N E D E F I N I T I O N N O. 1
SLIDE LINE NAME ......................NAMEBlank / Punch
IDENTIFIER NO...........................ID 7
SLIDE LINE TYPE........................NTY 17
NO. OF SLAVE SEGMENTS.................NRTS 1721
NO. OF MASTER SEGMENTS................NRTM 2074
NO. OF SLAVE NODES.....................NSN 1800
NO. OF MASTER NODES....................NMN 1919
ACTUAL CONTACT THICKNESS...............THK 1.0000E+00
DOMAIN BOX NUMBER FOR MASTER SURFACE: 1485( 33* 45* 1)
S L I D E L I N E D E F I N I T I O N N O. 2
SLIDE LINE NAME ......................NAMEBlank / Blank holder
IDENTIFIER NO...........................ID 8
SLIDE LINE TYPE........................NTY 17
NO. OF SLAVE SEGMENTS.................NRTS 1721
NO. OF MASTER SEGMENTS................NRTM 703
NO. OF SLAVE NODES.....................NSN 1800
NO. OF MASTER NODES....................NMN 685
ACTUAL CONTACT THICKNESS...............THK 1.0000E+00
DOMAIN BOX NUMBER FOR MASTER SURFACE: 918( 27* 34* 1)
N O D A LP O I N TV E L O C I T I E S
NP X-VEL Y-VEL Z-VEL RX-VEL RY-VEL RZ-VEL
====DATA SUPPRESSED BY NOPRINT OPTION====
P R I M A R Y N O D A L M A S S
TOTAL PRIMARY NODE MASS ARRAY XMS
NODE
====DATA SUPPRESSED BY NOPRINT OPTION====
R I G I D B O D Y D E F I N I T I O N
====DATA SUPPRESSED BY NOPRINT OPTION====
M B S Y S R I G I D_B O D Y D E F I N I T I O N
====DATA SUPPRESSED BY NOPRINT OPTION====
T O T A LM A S S= 0.199264E+01
CENTER OF GRAVITY :
XC : 0.2003E+03
YC : 0.3266E+03
ZC : 0.8613E+03
ROTARY INERTIAS (TENSOR) :
XX : 0.5424E+05
YY : 0.9268E+04
ZZ : 0.6256E+05
XY : 0.1215E+02
YZ : 0.5313E+01
ZX : 0.2033E+02
PRINCIPAL INERTIAS :
I1 : 0.6256E+05
I2 : 0.5424E+05
I3 : 0.9268E+04
PRINCIPAL AXES :
-0.2442E-02 -0.1000E+01 -0.2703E-03
-0.9913E-04 0.2706E-03 -0.1000E+01
0.1000E+01 -0.2442E-02 -0.9980E-04
*** INFO *** MEMORY ALLOCATION AFTER INITIALISATION PHASE :
TOTAL PEAK MEMORY USED .......... 11.35 Mbytes
TOTAL ACTUAL MEMORY NEEDED ...... 10.87 Mbytes
+----------------------------------------+
|********* START SOLUTION PHASE *********|
+----------------------------------------+
SOLUTION AT CYCLE 1
************************
TIME........................... 0.0000E+00
TIME STEP...................... 0.1000E+01
KINETICENERGY................ 0.0000E+00
INTERNAL ENERGY................ 0.0000E+00
EXTERNAL KINETIC ENERGY.(MRW).. 0.0000E+00
EXTERNAL WORK.................. 0.0000E+00
TOTAL ENERGY................... 0.0000E+00
AVERAGE X-VELOCITY............. 0.0000E+00
AVERAGE Y-VELOCITY............. 0.0000E+00
AVERAGE Z-VELOCITY............. 0.0000E+00
SOLID HOURGLASS ENERGY......... 0.0000E+00
BULKVISCOSITY ENERGY......... 0.0000E+00
SHELL HOURGLASS ENERGY......... 0.0000E+00
CONTACT SPRING WORK............ 0.0000E+00
CONTACT FRICTION ENERGY........ 0.0000E+00
ENERGY ABSORBED BY RIGID WALL.. 0.0000E+00
EXTERNAL DAMPING WORK.......... 0.0000E+00
FRICTION WORK AT SLIPRINGS..... 0.0000E+00
NUMBER OF PCG ITERATIONS....... 0
CPU PER ZONE-CYCLE (MICROSEC).. 0.00
INTERNALINTERNALINTERNAL TRANSL.
PART IDENERGY 1ENERGY 2ENER TOT KIN. ENERX-MOMENTY-MOMENTZ-MOMENT
40.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+00
50.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+00
60.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+00
A I R B A GD A T A
N O D A LD A T A
N.P. X-COOR Y-COOR Z-COOR X-VEL Y-VEL Z-VEL X-ACCL Y-ACCL Z-ACCL N.P.
S M O O T HP A R T I C U L ED A T A
ELE. RHO V P SIE H AUX1 AUX2
ELE. SIG-X SIG-Y SIG-Z TAU-XY TAU-YZ TAU-ZX EPS
E L E M E N TD A T A 3-D E L E M E N T S
ELEMENT SIG-X SIG-Y SIG-Z TAU-XY TAU-YZ TAU-ZX EPS INT. PT.
E L E M E N TD A T A 3-D E L E M E N T S
ELEMENT AUXILIARY VARIABLES PRINTOUT
E L E M E N TD A T A T H I NP L A T E S
ELEMENT THICKNESS SIGM1 SIGM2 SIGM3 MAX EPX1 VMIS STRS DAMAGE
E L E M E N TD A T A 1 - DE L E M E N T S
CYCLE TIME TIME-STEPELEMENT NODTMIN FAC.KINETIC ENINTERNAL EN TOTAL ENDTMIN NB.
INITIALIZATION OF THE SOLVER, NDOF= 10800
INITIALIZATION OF THE TOPOLOGY
SYMBOLIC ASSEMBLY OF THE MATRIX
FINISHING TOPOLOGY
INITIALIZATION OF THE SYSTEM
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.0000E+00
NEWTON ITERATION............... 1
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.0000E+00
NEWTON ITERATION............... 2
******************************************
DISPLACEMENT TOLERANCE......... 0.2783E+00
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.0000E+00
NEWTON ITERATION............... 3
******************************************
DISPLACEMENT TOLERANCE......... 0.6546E-01
ENERGY TOLERANCE............... 0.4865E+00
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.1000E+01
NEWTON ITERATION............... 1
******************************************
DISPLACEMENT TOLERANCE......... 0.4270E-01
ENERGY TOLERANCE............... 0.4849E-01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 1
******************************************
DISPLACEMENT TOLERANCE......... 0.5356E+00
ENERGY TOLERANCE............... 0.7257E+00
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 2
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1794E+00
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 3
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.8807E+00
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 4
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 5
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 6
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 7
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 8
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 9
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 10
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 11
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 12
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 13
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 14
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 15
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 16
******************************************
DISPLACEMENT TOLERANCE......... 0.1000E+01
ENERGY TOLERANCE............... 0.1000E+01
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
SOLUTION OF THE SYSTEM
TIME........................... 0.2000E+01
NEWTON ITERATION............... 17
******************************************
DISPLACEMENT TOLERANCE.........NaN
ENERGY TOLERANCE...............NaN
INITIALIZATION OF THE MATRIX
ASSEMBLY OF THE MATRIX
FACTORIZATION OF THE SYSTEM
Process stopped with status 157 我把一些信息发上来了，大家帮我看看吧，以前没这样过呀 有3个warning我红色高亮了 这个是求解器的截图
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