运行出错，眼看毕不了业了，大侠帮我看一样，在线等
直接上out文件，英文我能看明白，关键是怎么解决啊~~~着急啊************************************************
** **
** **
** RADIOSS 10.0 **
** **
** Finite Element Analysis Software **
** from Altair Engineering, Inc. **
** **
** **
** Windows XP ProfessionalSP3 (Build 2600)PC-201003190628 **
** 2 CPU:Pentium(R) Dual-CoreCPUE5400@ 2.70GHz **
** CPU speed2700 MHz **
** 1382 MB RAM,3905 MB swap **
** **
** Build tag: 0466938_5333O00_Ci3242M-000 14001 **
************************************************
**COPYRIGHT (C) 1996-2009 Altair Engineering, Inc.**
** All Rights Reserved.Copyright notice does not imply publication. **
** Contains trade secrets of Altair Engineering, Inc. **
** Decompilation or disassembly of this software strictly prohibited. **
************************************************
** OptiStruct defaults set from:
install config file: F:\Altair\hw10.0/hwsolvers/hwsolver.cfg
** INFORMATION #742
The dependent rotational d.o.f. of this rigid element is removed.
RBE2 element id = 267153
independent grid id = 260355
a dependent grid id = 260350
This is because there is no need to constrain the rotational d.o.f. of
any of the dependent grids.
** INFORMATION #742
The dependent rotational d.o.f. of this rigid element is removed.
RBE2 element id = 396201
independent grid id = 384216
a dependent grid id = 384213
This is because there is no need to constrain the rotational d.o.f. of
any of the dependent grids.
** INFORMATION #743
The total number of rigid elements, whose rotational dependent d.o.f.
are removed because there is no need to constrain those d.o.f., is 2
************************************************
OPTIMIZATION FILE AND PARAMETER INFORMATION :
---------------------------------------------
Optimization parameters from : E:/mine/Hyper/()zongzhuang/result/wanqu/zongzhuang.fem
FEM model file : E:/mine/Hyper/()zongzhuang/result/wanqu/zongzhuang.fem
Output files prefix : E:/mine/Hyper/()zongzhuang/result/wanqu/zongzhuang
************************************************
************************************************
FINITE ELEMENT MODEL DATA INFORMATION :
---------------------------------------
Total # of Grids (Structural) : 246290
Total # of Elements : 255126
Total # of Rigid Elements : 1697
Total # of Rigid Element Constraints : 36726
Total # of Degrees of Freedom :1416531
Total # of Non-zero Stiffness Terms: 40248760
Element Type Information
------------------------
CELAS1/3 Elements : 6
CQUAD4 Elements : 234344
CTRIA3 Elements : 380
PLOTEL Elements : 10198
CGAPG Elements : 10198
Load and Boundary Information
-----------------------------
FORCE Sets : 1
SPC Sets : 1
Material and Property Information
---------------------------------
PELASCards : 2
PSHELL Cards : 15
PGAP Cards : 1
MAT1 Cards : 1
************************************************
************************************************
OPTIMIZATION PROBLEM PARAMETERS :
---------------------------------
NO DESIGN MATERIAL OR DESIGN VARIABLES FOUND: ANALYSIS ONLY
------------------------
Static Subcase Summary :
------------------------
---------- ------------------------------
Subcase ID SPC ID LOAD ID Weight = w(i)
---------- ------------------------------
1 1 6 1.000
---------- ------------------------------
Run Type : Analysis Only
Scratch file directory : ./
Free space:80757 MB
Number of CPU processors : 1
************************************************
************************************************
MEMORY ESTIMATION INFORMATION :
-------------------------------
Solver Type is:Sparse-Matrix Solver
Direct Method
Current Memory (RAM) : 653 MB
Estimated Minimum Memory (RAM) for Minimum Core Solution: 653 MB
Recommended Memory (RAM) for Minimum Core Solution : 653 MB
Estimated Minimum Memory (RAM) for Out of Core Solution : 769 MB
Recommended Memory (RAM) for Out of Core Solution : 861 MB
Recommended Memory (RAM) for In-Core Solution : 6096 MB
(Note: Minimum Core Solution Process is Activated.)
(Note: The Minimum Memory Requirement is limited by Assembly Module.)
DISK SPACE ESTIMATION INFORMATION :
-----------------------------------
Estimated Disk Space for Output Data Files : 104 MB
Estimated Scratch Disk Space for In-Core Solution : 899 MB
Estimated Scratch Disk Space for Out of Core Solution : 7660 MB
Estimated Scratch Disk Space for Minimum Core Solution: 7868 MB
************************************************
BEGINNING ANALYSIS SOLUTION ....
************************************************
ANALYSIS RESULTS :
------------------
ITERATION 0
** WARNING #936
The shortest distance from GA to the obstacle in CGAPG element 418091
makes an angle of42.2 degrees with the direction normal to the obstacle.
** WARNING #936
The shortest distance from GA to the obstacle in CGAPG element 418093
makes an angle of42.2 degrees with the direction normal to the obstacle.
** WARNING #936
The shortest distance from GA to the obstacle in CGAPG element 418095
makes an angle of42.2 degrees with the direction normal to the obstacle.
** WARNING #936
The shortest distance from GA to the obstacle in CGAPG element 418097
makes an angle of42.2 degrees with the direction normal to the obstacle.
** WARNING #936
The shortest distance from GA to the obstacle in CGAPG element 418099
makes an angle of42.2 degrees with the direction normal to the obstacle.
** WARNING #936
The shortest distance from GA to the obstacle in CGAPG element 418101
makes an angle of42.2 degrees with the direction normal to the obstacle.
** WARNING #936
The shortest distance from GA to the obstacle in CGAPG element 418103
makes an angle of42.2 degrees with the direction normal to the obstacle.
** WARNING #936
The shortest distance from GA to the obstacle in CGAPG element 418105
makes an angle of42.2 degrees with the direction normal to the obstacle.
** WARNING #936
The shortest distance from GA to the obstacle in CGAPG element 418107
makes an angle of42.2 degrees with the direction normal to the obstacle.
** WARNING #936
The shortest distance from GA to the obstacle in CGAPG element 418109
makes an angle of42.2 degrees with the direction normal to the obstacle.
----------------------------------------
NOTE # 921
46 other similar gap warning messages were suppressed.
To obtain full report set ERRMSG to FULL on the GAPPRM card.
Auto-SPC d. o. f.s for loadcase 1
Number of Auto-SPC d. o. f.s= 12
------------------------------
Grid No. Component
------------------------------
260350 4 5 6
260354 4 5 6
384213 4 5 6
384215 4 5 6
------------------------------
** ERROR #153 **
Exactly zero pivoting encountered during Numerical Factorization;
the model may have rigid body mode.
Solver error no. = -503
spc set id = 1
index = 1
Possible reasons are:
1) insufficiently constrained model,
2) having rigid body mechanisms within the model,
3) extremely ill-conditioned rigid element sets,
4) extremely thin shells (as used for"skinning") that have MID2/MID3,
5) gap elements with extremely high stiffness (KA, especially KT or MU).
Check the model and rerun the problem.
(osdiag,46,1 may be used to find the rigid body modes.To do so,
change the input to be an eigenvalue analysis and add osdiag,46,1.)
(WARNING: results obtained with osdiag,46,1 cannot be used because
the model is changed internally.)
This error was detected in subroutine statslv.
This error occurs in module "slvdrv".
************************************************
RESOURCE USAGE INFORMATION
--------------------------
MAXIMUM MEMORY USED 653 MB
MAXIMUM DISK SPACE USED 0 MB
************************************************
************************************************
COMPUTE TIME INFORMATION
------------------------
EXECUTION STARTED Fri Oct 21 11:46:49 2011
EXECUTION COMPLETED Fri Oct 21 12:00:35 2011
ELAPSED TIME 00:13:46
CPU TIME 00:03:48
************************************************
** PROGRAM STOPPED: FATAL ERROR(s) ENCOUNTERED.
**** END OF REPORT ****
For Useful OptiStruct Tips and Tricks, go to the URL:
http://www.altairhyperworks.com/tips.aspx
************************************************
RADIOSS/OptiStruct error termination report:
RAM: 653 MB total, 182 MB used.
Data arrays: 202 total, 145 allocated.
DATA SET size 481 MB, ram_disk 2 MB
DATASET USAGE: ndirs: 1, nfiles 1, nsets: 7, nblocks: 7, mode: 8
DIR: 0, size 491.5, path "E:/mine/Hyper/()zongzhuang/result/wanqu/" num_files 1
---
PROGRAM STOPPED DUE TO ERROR.
************************************************
A fatal error has occurred during computations:
** ERROR #153 **
Exactly zero pivoting encountered during Numerical Factorization;
the model may have rigid body mode.
Solver error no. = -503
spc set id = 1
index = 1
Possible reasons are:
1) insufficiently constrained model,
2) having rigid body mechanisms within the model,
...
************************************************
** ERROR #153 **
Exactly zero pivoting encountered during Numerical Factorization;
the model may have rigid body mode.
Solver error no. = -503
spc set id = 1
index = 1
-------------------------
check constraint tiny0o0 发表于 2011-11-5 21:17 static/image/common/back.gif
** ERROR #153 **
Exactly zero pivoting encountered during Numerical Factorization;
the model may h ...
我反复检查过了，原来我是建立一个loadcollector 里面有ABCD四个节点的约束，但是A约束的是123456；B约束的是23456 ;C约束的是13456；D约束的是2456，后来我又创建了一个loadcollector，用SPCADD将这四个点的约束组合在一起了，就可以了，但现在又不行了，不知道什么问题，请您指教
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