MULTI-FRONTAL SOLVERAVAILABLE MEMORY = 1.4 GBYTESENTRY PHASE FOR RENUMBERINGENTRY NUMBERING_EQN ENTRY FORM_STIFF_MASS_LOAD THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED. ELEMENT NO. : 237 OF 237
MULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 1.4 GBYTES
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 237 OF 237
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 694
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
ENTRY STATIC ANALYSIS
WARNING : DISPLACEMENT RY AT NODE NO. 139 IS ABNORMAL.
ELEM. : 237 OF 237
MKL ERROR: Parameter 4 was incorrect on entry to DLASCL.
MKL ERROR: Parameter 4 was incorrect on entry to DLASCL.
Could not build an Arnoldi factorization!
The size of Arnoldi factorization = 1
INCOMPLETE MULTI-FRONTAL SOLVER
ERROR= -5
2楼
帖子字数限制 WARNING部分被我删掉了 ENTRY STATIC ANALYSIS
WARNING : NODE NO. 223 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 656
WARNING : NODE NO. 210 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 617
WARNING : NODE NO. 210 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 615
WARNING : NODE NO. 224 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 657
WARNING : NODE NO. 224 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 659
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 219 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 644
WARNING : NODE NO. 219 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 642
WARNING : NODE NO. 220 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 647
WARNING : NODE NO. 218 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 641
WARNING : NODE NO. 217 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 638
WARNING : NODE NO. 217 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 636
WARNING : NODE NO. 221 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 650
WARNING : NODE NO. 221 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 648
WARNING : NODE NO. 222 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 653
WARNING : NODE NO. 222 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 651
WARNING : NODE NO. 216 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 635
WARNING : NODE NO. 216 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 633
WARNING : NODE NO. 215 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 632
WARNING : NODE NO. 214 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 629
WARNING : NODE NO. 214 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 211 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 620
WARNING : NODE NO. 212 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 623
WARNING : NODE NO. 212 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 30 % .
WARNING : NODE NO. 207 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 608
WARNING : NODE NO. 207 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 606
WARNING : NODE NO. 206 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 605
WARNING : NODE NO. 205 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 602
WARNING : NODE NO. 205 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 600
WARNING : NODE NO. 204 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 599
WARNING : NODE NO. 204 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 597
WARNING : NODE NO. 202 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 591
WARNING : NODE NO. 202 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 593
WARNING : NODE NO. 203 RY DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 40 % .
WARNING : NODE NO. 209 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 614
WARNING : NODE NO. 209 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 612
WARNING : NODE NO. 208 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 611
WARNING : NODE NO. 169 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 494
WARNING : NODE NO. 169 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 492
WARNING : NODE NO. 168 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 491
WARNING : NODE NO. 168 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 489
WARNING : NODE NO. 167 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 488
WARNING : NODE NO. 166 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 485
WARNING : NODE NO. 166 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 50 % .
WARNING : NODE NO. 171 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 500
WARNING : NODE NO. 171 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 498
WARNING : NODE NO. 172 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 503
WARNING : NODE NO. 170 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 497
WARNING : NODE NO. 176 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 515
WARNING : NODE NO. 176 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 513
WARNING : NODE NO. 173 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 506
WARNING : NODE NO. 173 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 504
WARNING : NODE NO. 174 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 509
WARNING : NODE NO. 174 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 507
WARNING : NODE NO. 175 RY DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 60 % .
WARNING : NODE NO. 159 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 464
WARNING : NODE NO. 159 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 462
WARNING : NODE NO. 160 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 467
WARNING : NODE NO. 161 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 470
WARNING : NODE NO. 161 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 468
WARNING : NODE NO. 162 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 473
WARNING : NODE NO. 162 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 471
WARNING : NODE NO. 158 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 461
WARNING : NODE NO. 164 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 477
WARNING : NODE NO. 163 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 476
WARNING : NODE NO. 164 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 479
WARNING : NODE NO. 157 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 458
WARNING : NODE NO. 157 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 456
WARNING : NODE NO. 156 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 455
WARNING : NODE NO. 156 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 453
WARNING : NODE NO. 155 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 452
WARNING : NODE NO. 154 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 449
WARNING : NODE NO. 154 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 80 % .
WARNING : NODE NO. 20 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 52
WARNING : NODE NO. 49 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 141
WARNING : NODE NO. 69 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 195
WARNING : NODE NO. 69 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 193
WARNING : NODE NO. 124 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 358
WARNING : NODE NO. 124 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 360
WARNING : NODE NO. 124 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 359
WARNING : NODE NO. 129 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 375
WARNING : NODE NO. 131 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 379
WARNING : NODE NO. 131 RY DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 90 % .
WARNING : NODE NO. 196 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 573
WARNING : NODE NO. 196 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 574
WARNING : NODE NO. 196 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 575
WARNING : NODE NO. 34 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 94
WARNING : NODE NO. 133 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 387
WARNING : NODE NO. 139 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 405
WARNING : NODE NO. 194 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 569
WARNING : NODE NO. 194 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 568
WARNING : NODE NO. 194 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 567
WARNING : NODE NO. 199 RY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 584
WARNING : NODE NO. 199 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 583
WARNING : NODE NO. 199 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT/FORCE/STRESS OUTPUT.
WARNING : DISPLACEMENT DX AT NODE NO. 3 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 3 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 3 IS ABNORMAL
......
WARNING : DISPLACEMENT DX AT NODE NO. 139 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 139 IS ABNORMAL.
WARNING : DISPLACEMENT RY AT NODE NO. 139 IS ABNORMAL.
ELEM. : 237 OF 237
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3楼
检查一下你的模型和你单元的节点啊!模型好像不大对劲 你是跑不起来的
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4楼
模型错误,这是在做弹塑性?
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5楼
请问上述的分析信息能显示成中文吗?
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6楼
兄弟 问题解决了吗
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7楼
你好,你的问题解决了吗?我现在也遇到这个问题,请问是哪里出错了?
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