Error. Помогите пожалуйста

28 февраля 2016

Здравствуйте, у меня такая проблема. Я веду расчет в Abaqus, и он выдает мне такую ошибку:

Abaqus/Explicit Analysis exited with an error - Please see the status file for possible error messages if the file exists.

Job Job-6itog aborted due to errors

Объясните пожалуйста, в чем причина ошибки?

29 февраля 2016

Посмотрите файл *.sta , что там написано.
А также откройте *.dat и *.msg файле текстовым редактором и найдите там "error".

29 февраля 2016

Посмотрите файл *.sta , что там написано.

А также откройте *.dat и *.msg файле текстовым редактором и найдите там "error".

Я не понимаю, что он от меня хочет. Может подскажете пожалуйста.

Могу отправить вам файл *.sta

The double precision Abaqus/Package executable will be used in this analysis.

Abaqus/Explicit 6.14-4 DATE 29-фев-2016 TIME 16:40:08

-------------------------------------------------------------------------------

PREPROCESSOR WARNING MESSAGES

-------------------------------------------------------------------------------

***WARNING: There are 538 warning messages in the data (.dat) file. Please

check the data file for possible errors in the input file.

***WARNING: The nodes in node set WarnNodeCnsIntersectKinC are part of a

kinematic contact surface definition as well as participate in a

kinematic constraint (or distributing coupling). Nodes that

participate in a kinematic constraint definition should not be

used in a kinematic contact surface definition. If a

degree-of-freedom participates in both types of constraints, the

kinematic contact constraint will most often override the

kinematic constraint. Abaqus/Explicit will not prevent the user

from defining these conditions, but the results cannot be

guaranteed. It is suggested that the penalty contact algorithm be

used.

***WARNING: Each of the nodes listed below (and included in node set

"WarnNodeBcIntersectKinCon") participates in a boundary condition

definition (*BOUNDARY) as well as being part of a kinematic

contact definition (*CONTACT PAIR, MECHANICAL CONSTRAINT =

KINEMATIC). If a degree-of-freedom participates in both types of

constraints, the boundary condition will override the kinematic

contact constraint. In case of a conflict, it is suggested that

the penalty contact algorithm be used instead.

Intersecting Nodes:

node: 50 instance: PART-1-1

node: 99 instance: PART-1-1

node: 148 instance: PART-1-1

node: 197 instance: PART-1-1

node: 246 instance: PART-1-1

node: 295 instance: PART-1-1

node: 344 instance: PART-1-1

node: 393 instance: PART-1-1

node: 442 instance: PART-1-1

node: 491 instance: PART-1-1

node: 540 instance: PART-1-1

node: 589 instance: PART-1-1

node: 638 instance: PART-1-1

node: 687 instance: PART-1-1

node: 736 instance: PART-1-1

node: 785 instance: PART-1-1

node: 834 instance: PART-1-1

node: 883 instance: PART-1-1

node: 932 instance: PART-1-1

node: 981 instance: PART-1-1

node: 1030 instance: PART-1-1

node: 1079 instance: PART-1-1

node: 1128 instance: PART-1-1

node: 1177 instance: PART-1-1

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node: 1863 instance: PART-1-1

node: 1912 instance: PART-1-1

node: 1961 instance: PART-1-1

node: 2010 instance: PART-1-1

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node: 4803 instance: PART-1-1

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node: 4999 instance: PART-1-1

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node: 5146 instance: PART-1-1

node: 5195 instance: PART-1-1

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node: 7106 instance: PART-1-1

node: 7155 instance: PART-1-1

node: 7204 instance: PART-1-1

node: 7253 instance: PART-1-1

node: 7302 instance: PART-1-1

node: 7351 instance: PART-1-1

node: 7400 instance: PART-1-1

node: 7449 instance: PART-1-1

node: 7498 instance: PART-1-1

node: 7547 instance: PART-1-1

node: 7596 instance: PART-1-1

node: 7645 instance: PART-1-1

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node: 7743 instance: PART-1-1

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node: 8576 instance: PART-1-1

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node: 9458 instance: PART-1-1

node: 9507 instance: PART-1-1

node: 9556 instance: PART-1-1

node: 9605 instance: PART-1-1

node: 9654 instance: PART-1-1

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***WARNING: The nodes in node set WarnNodeCnsIntersectKinC are part of a

kinematic contact surface definition as well as participate in a

kinematic constraint (or distributing coupling). Nodes that

participate in a kinematic constraint definition should not be

used in a kinematic contact surface definition. If a

degree-of-freedom participates in both types of constraints, the

kinematic contact constraint will most often override the

kinematic constraint. Abaqus/Explicit will not prevent the user

from defining these conditions, but the results cannot be

guaranteed. It is suggested that the penalty contact algorithm be

used.

***WARNING: Each of the nodes listed below (and included in node set

"WarnNodeBcIntersectKinCon") participates in a boundary condition

definition (*BOUNDARY) as well as being part of a kinematic

contact definition (*CONTACT PAIR, MECHANICAL CONSTRAINT =

KINEMATIC). If a degree-of-freedom participates in both types of

constraints, the boundary condition will override the kinematic

contact constraint. In case of a conflict, it is suggested that

the penalty contact algorithm be used instead.

Intersecting Nodes:

node: 50 instance: PART-1-1

node: 99 instance: PART-1-1

node: 148 instance: PART-1-1

node: 197 instance: PART-1-1

node: 246 instance: PART-1-1

node: 295 instance: PART-1-1

node: 344 instance: PART-1-1

node: 393 instance: PART-1-1

node: 442 instance: PART-1-1

node: 491 instance: PART-1-1

node: 540 instance: PART-1-1

node: 589 instance: PART-1-1

node: 638 instance: PART-1-1

node: 687 instance: PART-1-1

node: 736 instance: PART-1-1

node: 785 instance: PART-1-1

node: 834 instance: PART-1-1

node: 883 instance: PART-1-1

node: 932 instance: PART-1-1

node: 981 instance: PART-1-1

node: 1030 instance: PART-1-1

node: 1079 instance: PART-1-1

node: 1128 instance: PART-1-1

node: 1177 instance: PART-1-1

node: 1226 instance: PART-1-1

node: 1275 instance: PART-1-1

node: 1324 instance: PART-1-1

node: 1373 instance: PART-1-1

node: 1422 instance: PART-1-1

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node: 1520 instance: PART-1-1

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node: 1716 instance: PART-1-1

node: 1765 instance: PART-1-1

node: 1814 instance: PART-1-1

node: 1863 instance: PART-1-1

node: 1912 instance: PART-1-1

node: 1961 instance: PART-1-1

node: 2010 instance: PART-1-1

node: 2059 instance: PART-1-1

node: 2108 instance: PART-1-1

node: 2157 instance: PART-1-1

node: 2206 instance: PART-1-1

node: 2255 instance: PART-1-1

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node: 11761 instance: PART-1-1

node: 11810 instance: PART-1-1

node: 11859 instance: PART-1-1

node: 11908 instance: PART-1-1

node: 11957 instance: PART-1-1

node: 12006 instance: PART-1-1

node: 12055 instance: PART-1-1

node: 12104 instance: PART-1-1

node: 12153 instance: PART-1-1

node: 12202 instance: PART-1-1

node: 12251 instance: PART-1-1

node: 12300 instance: PART-1-1

node: 12349 instance: PART-1-1

node: 12398 instance: PART-1-1

node: 12447 instance: PART-1-1

node: 12496 instance: PART-1-1

node: 12545 instance: PART-1-1

node: 12594 instance: PART-1-1

node: 12643 instance: PART-1-1

node: 12692 instance: PART-1-1

node: 12741 instance: PART-1-1

node: 12790 instance: PART-1-1

node: 12839 instance: PART-1-1

node: 12888 instance: PART-1-1

node: 12937 instance: PART-1-1

node: 12986 instance: PART-1-1

node: 13035 instance: PART-1-1

node: 13084 instance: PART-1-1

node: 13133 instance: PART-1-1

node: 13182 instance: PART-1-1

node: 13231 instance: PART-1-1

node: 13280 instance: PART-1-1

node: 13329 instance: PART-1-1

node: 13378 instance: PART-1-1

node: 13427 instance: PART-1-1

node: 13476 instance: PART-1-1

node: 13525 instance: PART-1-1

node: 13574 instance: PART-1-1

node: 13623 instance: PART-1-1

node: 13672 instance: PART-1-1

node: 13721 instance: PART-1-1

node: 13770 instance: PART-1-1

node: 13819 instance: PART-1-1

node: 13868 instance: PART-1-1

node: 13917 instance: PART-1-1

node: 13966 instance: PART-1-1

node: 14015 instance: PART-1-1

node: 14064 instance: PART-1-1

node: 14113 instance: PART-1-1

node: 14162 instance: PART-1-1

node: 14211 instance: PART-1-1

node: 14260 instance: PART-1-1

node: 14309 instance: PART-1-1

node: 14358 instance: PART-1-1

node: 14407 instance: PART-1-1

node: 14456 instance: PART-1-1

node: 14505 instance: PART-1-1

node: 14554 instance: PART-1-1

node: 14603 instance: PART-1-1

node: 14652 instance: PART-1-1

node: 14701 instance: PART-1-1

node: 14750 instance: PART-1-1

node: 14799 instance: PART-1-1

node: 14848 instance: PART-1-1

node: 14897 instance: PART-1-1

node: 14946 instance: PART-1-1

node: 14995 instance: PART-1-1

node: 15044 instance: PART-1-1

node: 15093 instance: PART-1-1

node: 15142 instance: PART-1-1

node: 15191 instance: PART-1-1

node: 15240 instance: PART-1-1

node: 15289 instance: PART-1-1

node: 15338 instance: PART-1-1

node: 15387 instance: PART-1-1

-------------------------------------------------------------------------------

MODEL INFORMATION (IN GLOBAL X-Y COORDINATES)

-------------------------------------------------------------------------------

Total mass in model = 2.06742E-04

Center of mass of model = ( 1.411433E-15,-5.891107E-17, 0.000000E+00)

Moments of Inertia :

About Center of Mass About Origin

I(XX) 2.908757E-01 2.908757E-01

I(YY) 2.908757E-01 2.908757E-01

I(ZZ) 5.816473E-01 5.816473E-01

I(XY) 9.505404E-18 9.505404E-18

I(YZ) 0.000000E+00 0.000000E+00

I(ZX) 0.000000E+00 0.000000E+00

-------------------------------------------------------------------------------

STABLE TIME INCREMENT INFORMATION

-------------------------------------------------------------------------------

The stable time increment estimate for each element is based on

linearization about the initial state.

Initial time increment = 4.32925E-09

Statistics for all elements:

Mean = 1.19616E-07

Standard deviation = 6.55270E-08

Most critical elements:

Element number Rank Time increment Increment ratio

(Instance name)

----------------------------------------------------------

15180 1 4.329252E-09 1.000000E+00

PART-1-1

15279 2 4.329252E-09 1.000000E+00

PART-1-1

15122 3 4.329252E-09 1.000000E+00

PART-1-1

15337 4 4.329252E-09 1.000000E+00

PART-1-1

15119 5 4.329253E-09 9.999998E-01

PART-1-1

15340 6 4.329253E-09 9.999998E-01

PART-1-1

15183 7 4.329253E-09 9.999998E-01

PART-1-1

15276 8 4.329253E-09 9.999998E-01

PART-1-1

15106 9 4.329254E-09 9.999996E-01

PART-1-1

15353 10 4.329254E-09 9.999996E-01

PART-1-1

Instance name for the most critical element will be printed if the critical

element changes or at the beginning of a new page.

-----------------------------------------------------------------------------

---

INFORMATION REGARDING INITIAL CONTACT PAIR OVERCLOSURES THAT Abaqus/Explicit

WILL ATTEMPT TO RESOLVE WITH STRAIN-FREE ADJUSTMENTS TO POSITIONS OF

DEFORMABLE

SLAVE NODES Step 1

-----------------------------------------------------------------------------

---

Maximum overclosure between surface ASSEMBLY_M_SURF-17 and surface

ASSEMBLY_S_SURF-17 is 0.71184.

Maximum adjustment for initial overclosure is: 0.71184 at node 35 of instance PART-1-1.

***NOTE: You can view the deformed configuration due to the resolution of

initial overclosures. In increment 0, draw the deformed shape or

draw a symbol plot of vector displacements.

More detailed overclosure adjustment information can be found in the message file.

***WARNING: For contact surface ASSEMBLY_S_SURF-17, some facets are thicker

than 0.6 times an edge or diagonal length of the facet (for

example, the thickness is 48.9761 times the element size for

the facet on parent element PART-1-1.5137). This may lead to

unstable contact involving the bull-nose extension on the surface

perimeter, which could be avoided by using the MAXRATIO parameter

on *SURFACE.

***WARNING: Jumps in displacement boundary conditions have been detected at

the beginning of step 1. The maximum jump is 55.756 at node 242

of instance PART-4-1. The node set "WarnNodeDispBCJump" has been

written to the database file. Check the .msg file for more

detailed information.

***NOTE: Displacement boundary conditions with prescribed jumps will be

enforced as defined, minus the value of the jump. The jumps might be

caused by:

1) A discontinuous *BOUNDARY, TYPE=DISPLACEMENT definition.

2) Initial contact adjustments at the beginning of the first

step.

3) Locating the rigid body reference node with the POSITION=CENTER

OF MASS parameter.

4) Use of an amplitude curve to prescribe the boundary conditions

in an analysis with a large number of increments; precision

error may cause a small drift from the prescribed displacement.

Abaqus/Explicit 6.14-4 DATE 29-фев-2016 TIME 16:40:31

The double precision Abaqus/Explicit executable will be used in this analysis.

-------------------------------------------------------------------------------

SOLUTION PROGRESS

-------------------------------------------------------------------------------

STEP 1 ORIGIN 0.0000

Total memory used for step 1 is approximately 119.5 megabytes.

Element by element stable time estimation algorithm will be used.

Scaling factor: 1.0000

Variable mass scaling factor at zero increment: 1.0000

STEP TOTAL CPU STABLE CRITICAL KINETIC TOTAL

INCREMENT TIME TIME TIME INCREMENT ELEMENT ENERGY ENERGY

0 0.000E+00 0.000E+00 00:00:02 4.329E-09 15279 0.000E+00 0.000E+00

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

ODB Field Frame Number 0 of 20 requested intervals at increment zero.

***WARNING: THE ANALYSIS NEEDS AN EXTREMELY LARGE NUMBER OF INCREMENTS (MORE

THAN 2,000,000). CHECK THE PROPERTIES OF THE MOST CRITICAL

ELEMENTS AND THE DATA FILE FOR WARNING MESSAGES.

2070 8.962E-06 8.962E-06 00:02:00 4.329E-09 15080 6.385E+05 -2.130E+04

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

3599 1.558E-05 1.558E-05 00:04:00 4.329E-09 15183 8.699E+05 -1.062E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

5779 2.502E-05 2.502E-05 00:06:00 4.329E-09 15073 1.067E+06 -1.363E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

7928 3.432E-05 3.432E-05 00:08:00 4.329E-09 15379 1.264E+06 -2.374E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

10152 4.395E-05 4.395E-05 00:10:00 4.329E-09 15088 1.751E+06 -2.655E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

12407 5.371E-05 5.371E-05 00:12:00 4.328E-09 15088 1.559E+06 -3.855E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

14597 6.319E-05 6.319E-05 00:14:00 4.328E-09 15259 2.160E+06 -4.113E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

16701 7.229E-05 7.229E-05 00:16:00 4.328E-09 15260 1.792E+06 -5.023E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

18466 7.993E-05 7.993E-05 00:18:00 4.327E-09 15109 2.472E+06 -5.717E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

19701 8.528E-05 8.528E-05 00:20:00 4.330E-09 15299 2.300E+06 -6.276E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

20902 9.048E-05 9.048E-05 00:22:00 4.329E-09 15284 2.043E+06 -6.652E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

22098 9.566E-05 9.566E-05 00:24:00 4.331E-09 15233 2.616E+06 -6.922E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

23284 1.008E-04 1.008E-04 00:26:00 4.337E-09 15216 2.665E+06 -7.566E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

24447 1.058E-04 1.058E-04 00:28:00 4.340E-09 15220 2.329E+06 -7.776E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

25582 1.108E-04 1.108E-04 00:30:00 4.346E-09 15225 2.558E+06 -7.783E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

26803 1.161E-04 1.161E-04 00:32:00 4.376E-09 15219 3.017E+06 -8.223E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

27962 1.212E-04 1.212E-04 00:34:00 4.388E-09 15224 2.650E+06 -8.829E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

29053 1.260E-04 1.260E-04 00:36:00 4.423E-09 15223 2.659E+06 -8.686E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

30253 1.314E-04 1.314E-04 00:38:00 4.507E-09 15221 3.134E+06 -8.954E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

31351 1.363E-04 1.363E-04 00:40:00 4.462E-09 15242 3.064E+06 -9.189E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

32404 1.410E-04 1.410E-04 00:42:00 4.484E-09 15224 2.739E+06 -9.054E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

33455 1.457E-04 1.457E-04 00:44:00 4.535E-09 15215 3.089E+06 -8.989E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

34496 1.504E-04 1.504E-04 00:46:00 4.428E-09 15267 3.508E+06 -9.375E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

35537 1.550E-04 1.550E-04 00:48:00 4.479E-09 15250 3.167E+06 -9.706E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

36569 1.596E-04 1.596E-04 00:50:00 4.438E-09 15264 2.963E+06 -9.805E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

37585 1.642E-04 1.642E-04 00:52:00 4.347E-09 15298 3.505E+06 -9.951E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

38610 1.686E-04 1.686E-04 00:54:00 4.352E-09 15300 3.811E+06 -1.009E+06

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

39643 1.732E-04 1.732E-04 00:56:00 4.431E-09 15275 3.464E+06 -9.980E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

40663 1.777E-04 1.777E-04 00:58:00 4.392E-09 15289 3.421E+06 -1.022E+06

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

41669 1.821E-04 1.821E-04 01:00:00 4.517E-09 15294 3.982E+06 -1.044E+06

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

42680 1.866E-04 1.866E-04 01:02:00 4.413E-09 15277 4.130E+06 -1.050E+06

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

43685 1.910E-04 1.910E-04 01:04:00 4.398E-09 15284 3.778E+06 -1.101E+06

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

44682 1.954E-04 1.954E-04 01:06:00 4.387E-09 15306 3.541E+06 -1.030E+06

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

45698 1.999E-04 1.999E-04 01:08:00 4.423E-09 15154 3.318E+06 -9.821E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

46758 2.043E-04 2.043E-04 01:10:00 3.747E-09 10261 3.107E+06 -9.596E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

48079 2.098E-04 2.098E-04 01:12:00 4.477E-09 15329 2.986E+06 -8.430E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

49604 2.166E-04 2.166E-04 01:14:00 4.439E-09 15121 2.744E+06 -7.342E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

51153 2.236E-04 2.236E-04 01:16:00 4.516E-09 15160 2.619E+06 -6.213E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

52841 2.311E-04 2.311E-04 01:18:00 4.254E-09 11602 2.388E+06 -5.727E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

STEP 1 ORIGIN 0.0000

STEP TOTAL CPU STABLE CRITICAL KINETIC TOTAL

INCREMENT TIME TIME TIME INCREMENT ELEMENT ENERGY ENERGY

54548 2.379E-04 2.379E-04 01:20:00 4.278E-09 11602 2.286E+06 -4.769E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

56247 2.432E-04 2.432E-04 01:22:00 2.390E-09 11602 2.169E+06 -3.798E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

57924 2.469E-04 2.469E-04 01:24:00 2.683E-09 11602 2.124E+06 -3.662E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

59609 2.534E-04 2.534E-04 01:26:00 4.015E-09 11748 2.094E+06 -2.647E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

61244 2.594E-04 2.594E-04 01:28:00 3.160E-09 13715 1.993E+06 -1.615E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

62651 2.635E-04 2.635E-04 01:30:00 2.706E-09 13715 1.917E+06 -1.176E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

64121 2.673E-04 2.673E-04 01:32:00 2.456E-09 13715 1.889E+06 -5.015E+04

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

65383 2.703E-04 2.703E-04 01:34:00 2.352E-09 13715 1.825E+06 -3.342E+04

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

66794 2.736E-04 2.736E-04 01:36:00 2.277E-09 13715 1.830E+06 -1.031E+04

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

68177 2.767E-04 2.767E-04 01:38:00 2.236E-09 13715 1.776E+06 6.401E+04

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

69562 2.798E-04 2.798E-04 01:40:00 2.204E-09 13715 1.826E+06 1.121E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

70933 2.828E-04 2.828E-04 01:42:00 2.179E-09 13715 1.787E+06 1.235E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

72333 2.858E-04 2.858E-04 01:44:00 2.153E-09 13715 1.740E+06 1.455E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

73727 2.888E-04 2.888E-04 01:46:00 2.128E-09 13715 1.742E+06 1.572E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

75092 2.917E-04 2.917E-04 01:48:00 2.113E-09 13715 1.720E+06 2.073E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

76708 2.951E-04 2.951E-04 01:50:00 2.155E-09 13715 1.706E+06 2.363E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

78338 2.988E-04 2.988E-04 01:52:00 2.342E-09 13715 1.702E+06 3.200E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

80033 3.027E-04 3.027E-04 01:54:00 2.330E-09 13715 1.708E+06 3.488E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

81822 3.069E-04 3.069E-04 01:56:00 2.300E-09 13715 1.658E+06 4.356E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

83633 3.105E-04 3.105E-04 01:58:00 2.195E-09 4020 1.626E+06 4.804E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

85433 3.146E-04 3.146E-04 02:00:00 2.293E-09 13715 1.581E+06 5.791E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

87223 3.187E-04 3.187E-04 02:02:00 2.292E-09 13715 1.540E+06 6.308E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

89057 3.229E-04 3.229E-04 02:04:00 2.287E-09 13715 1.587E+06 6.437E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

90868 3.270E-04 3.270E-04 02:06:00 2.295E-09 13715 1.584E+06 7.563E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

92687 3.312E-04 3.312E-04 02:08:00 2.350E-09 13715 1.585E+06 7.894E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

94489 3.356E-04 3.356E-04 02:10:00 2.516E-09 13715 1.632E+06 8.751E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

95973 3.394E-04 3.394E-04 02:12:00 2.624E-09 13715 1.639E+06 9.732E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

97159 3.426E-04 3.426E-04 02:14:00 2.730E-09 13715 1.634E+06 9.741E+05

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

98877 3.474E-04 3.474E-04 02:16:00 2.806E-09 13715 1.650E+06 1.089E+06

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

100613 3.523E-04 3.523E-04 02:18:00 2.830E-09 13715 1.597E+06 1.327E+06

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

102428 3.561E-04 3.561E-04 02:20:00 2.149E-09 11602 1.611E+06 1.340E+06

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

104308 3.613E-04 3.613E-04 02:22:00 3.191E-09 13715 1.586E+06 1.419E+06

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

106196 3.677E-04 3.677E-04 02:24:00 3.583E-09 13715 1.671E+06 1.542E+06

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

108063 3.746E-04 3.746E-04 02:26:00 3.653E-09 8821 1.681E+06 1.614E+06

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

***WARNING: Step 1, Increment109844: 4 material point(s) failed to

converge in the material constitutive routines.

***ERROR: Excessive rotation of node number PART-1-1.5671

***ERROR: Excessive rotation of node number PART-1-1.5672

***ERROR: Excessive rotation of node number PART-1-1.5720

***ERROR: Excessive rotation of node number PART-1-1.5721

***ERROR: Excessive rotation increments at 4 nodes

***ERROR: The fatal error will generate a new field output in the last

increment. All variables applicable to the current procedure and

material type(s) will be written to the output database.

109846 3.800E-04 3.800E-04 02:27:55 1.000E-14 5555 4.388E+11 3.620E+14

INSTANCE WITH CRITICAL ELEMENT: PART-1-1

Restart Number 1 at 3.79958E-04

A special ODB Field Frame with all relevant variables was written at 3.800E-04

SUMMARY FOR STEP 1

The maximum number of points that failed to converge in the material

constitutive routines was 4 in increment 109844.

The material constitutive routines failed to converge in 2 increments.

THE ANALYSIS HAS NOT BEEN COMPLETED

1 марта 2016

***ERROR: Excessive rotation of node number PART-1-1.5671

Программа Вам сообщает, про недопустимо большую ротацию узла 5671 в детали PART1.1

1. посмотрите, что там в модели с ним, может визуально и определите.
2. проверьте на напутали Вы единицы измерения, когда заполняли карту материала.
3. Посмотрите что стоит в *.dat файле, какая там ошибка.

1 марта 2016

Программа Вам сообщает, про недопустимо большую ротацию узла 5671 в детали PART1.1

1. посмотрите, что там в модели с ним, может визуально и определите.

2. проверьте на напутали Вы единицы измерения, когда заполняли карту материала.

3. Посмотрите что стоит в *.dat файле, какая там ошибка.

Просто до этого программа считалась, сейчас я ставлю ее на расчет но выдается ошибка. Можно ли отправить вам программу может вы посмотрите, если вам не сложно?

1 марта 2016

Если раньше считалось, то нужно смотреть что Вы поменяли?
Там ошибка. Выкладывайте сюда, если не секрет, дайте и другим пользователям Вам помочь.

1 марта 2016

Если раньше считалось, то нужно смотреть что Вы поменяли?

Там ошибка. Выкладывайте сюда, если не секрет, дайте и другим пользователям Вам помочь.

В том то и дело, что ничего не изменяла, просто поставила заново на расчет.

Скажите пожалуйста, а как тут отправлять файлы?

1 марта 2016

В том то и дело, что ничего не изменяла, просто поставила заново на расчет. Скажите пожалуйста, а как тут отправлять файлы?

так не бывает. Что то поменялось, версия программы или комп.
Архивируете файл в ZIP к примеру и загрузите, через "расширенную форму"

1 марта 2016

так не бывает. Что то поменялось, версия программы или комп.

Архивируете файл в ZIP к примеру и загрузите, через "расширенную форму"

Вот ссылка, https://cloud.mail.ru/public/BELa/9ycWD3c8u

1 марта 2016

Вот ссылка, https://cloud.mail.ru/public/BELa/9ycWD3c8u

У меня нет возможности там скачивать. Сожалею.

1 марта 2016

У меня нет возможности там скачивать. Сожалею.

А где загрузить через расширенную форму, я просто не вижу? какой значок?

1 марта 2016

А где загрузить через расширенную форму, я просто не вижу? какой значок?

Вы когда на сообщение отвечаете, то нажимаете кнопку "отправить", рядом есть кнопка " расширенная форма", нажимаете туда и там есть "Прикрепить файлы" .

Выберите файл и жмите "загрузить".

Изменено 1 марта 2016 пользователем Vova

1 марта 2016

Вы когда на сообщение отвечаете, то нажимаете кнопку "ответить", рядом есть кнопка " расширенная форма", нажимаете туда и там есть "Прикрепить файлы" .

Выберите файл и жмите "загрузить".

SPIF.rar

1 марта 2016

@Elena Rukavichko, вы переделываете чью-то чужую задачу? Какова цель расчета?

PS

Интересные амплитуды:

PPS переделал амплитуды, погасил второй шаг и constraint equation = все считается.

1 марта 2016

@Elena Rukavichko, вы переделываете чью-то чужую задачу? Какова цель расчета?

PS

Интересные амплитуды:

PPS переделал амплитуды, погасил второй шаг и constraint equation = все считае

Задача моя,мне необходимо для научной работы промоделировать получение полусферы. Цель: получение равнотолщинной полусферы.

Подскажите пожалуйста как вы смогли вывести в Abaqus графики амплитуд?

И что вы исправили в них для получения расчета, и скажите пожалуйста, что значит погасил второй шаг?

Piden, у вас вся посчиталась задача? просто я когда ставлю на расчет он тоже сначала считает, но потом ошибку выдает

1 марта 2016

Мне нужно конвертировать модель , ГУ не понял, зачем два STEP , тоже не понял. В моделе много не нужной информации, типа три контакта, хотя вроде как он один.

1 марта 2016

Мне нужно конвертировать модель , ГУ не понял, зачем два STEP , тоже не понял. В моделе много не нужной информации, типа три контакта, хотя вроде как он один.

Просто я делала по видео уроку, так как никто больше помочь мне в этом не смог. Видимо поэтому там много всего лишнего добавила.

А конвертировать? То есть надо записать в другом формате?

1 марта 2016

А конвертировать? То есть надо записать в другом формате?

Да, я использую сторонний препроцессор, он не всегда "берет" всю информацию из *.inp файла. Piden тут помощник всяко эффективней будет для Вас.

1 марта 2016

Piden, у вас вся посчиталась задача? просто я когда ставлю на расчет он тоже сначала считает, но потом ошибку выдает

Я оставил только перемещение пуансона по Z, на 4 мм. Так что технически у меня уже другая задача)

Графики рисовал в матем. пакете. Можно в экселе такое изобразить. Просто абакус не рисует 3d графики. Ну, или я не знаю, как это сделать)

Лучше тогда дали бы уже ссылку на видео-урок, раз по нему все сделали.

1 марта 2016

Если вы оставили только перемещение по z, то как возможно получить полусферу?

Ссылка на видеоурок

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