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Midas Gen运行后出现下面的问题:
-----------------------------------------S T A R T I N G S O L U T I O N
MULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 5.5 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. : 8427 OF 8427
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 9018
ENTRY STATIC ANALYSIS
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 2212 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6087
WARNING : NODE NO. 2273 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6268
WARNING : NODE NO. 2273 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6269
WARNING : NODE NO. 2273 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6270
WARNING : NODE NO. 2218 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6105
WARNING : NODE NO. 2218 DY DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 30 % .
WARNING : NODE NO. 308 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 924
WARNING : NODE NO. 308 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 923
WARNING : NODE NO. 308 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 922
WARNING : NODE NO. 303 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 909
WARNING : NODE NO. 303 DY DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 40 % .
WARNING : NODE NO. 1923 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 5218
WARNING : NODE NO. 1923 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 5219
WARNING : NODE NO. 1923 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 5220
WARNING : NODE NO. 1926 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 5227
WARNING : NODE NO. 1926 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 5228
WARNING : NODE NO. 1378 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 4007
WARNING : NODE NO. 645 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 1807
WARNING : NODE NO. 524 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 1446
WARNING : NODE NO. 524 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 1445
......
WARNING : EQUATION NO. 702
WARNING : NODE NO. 234 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 701
WARNING : NODE NO. 234 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 700
WARNING : NODE NO. 192 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 576
WARNING : NODE NO. 192 DY DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT/FORCE/STRESS OUTPUT.
WARNING : DISPLACEMENT DX AT NODE NO. 1 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 1 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 1 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 2 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 2 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 2 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 3 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 3 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 3 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 4 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 4 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 4 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 5 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 5 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 5 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 6 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 6 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 6 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 7 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 7 IS ABNORMAL.
......
WARNING : DISPLACEMENT DX AT NODE NO. 149 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 149 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 149 IS ABNORMAL.
ELEM. : 8427 OF 8427
Intel MKL ERROR: Parameter 4 was incorrect on entry to DLASCL.
Intel 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
2022年01月07日 08点01分
1
-----------------------------------------S T A R T I N G S O L U T I O N
MULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 5.5 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. : 8427 OF 8427
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 9018
ENTRY STATIC ANALYSIS
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 2212 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6087
WARNING : NODE NO. 2273 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6268
WARNING : NODE NO. 2273 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6269
WARNING : NODE NO. 2273 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6270
WARNING : NODE NO. 2218 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6105
WARNING : NODE NO. 2218 DY DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 30 % .
WARNING : NODE NO. 308 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 924
WARNING : NODE NO. 308 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 923
WARNING : NODE NO. 308 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 922
WARNING : NODE NO. 303 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 909
WARNING : NODE NO. 303 DY DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 40 % .
WARNING : NODE NO. 1923 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 5218
WARNING : NODE NO. 1923 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 5219
WARNING : NODE NO. 1923 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 5220
WARNING : NODE NO. 1926 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 5227
WARNING : NODE NO. 1926 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 5228
WARNING : NODE NO. 1378 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 4007
WARNING : NODE NO. 645 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 1807
WARNING : NODE NO. 524 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 1446
WARNING : NODE NO. 524 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 1445
......
WARNING : EQUATION NO. 702
WARNING : NODE NO. 234 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 701
WARNING : NODE NO. 234 DX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 700
WARNING : NODE NO. 192 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 576
WARNING : NODE NO. 192 DY DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT/FORCE/STRESS OUTPUT.
WARNING : DISPLACEMENT DX AT NODE NO. 1 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 1 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 1 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 2 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 2 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 2 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 3 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 3 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 3 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 4 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 4 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 4 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 5 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 5 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 5 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 6 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 6 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 6 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 7 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 7 IS ABNORMAL.
......
WARNING : DISPLACEMENT DX AT NODE NO. 149 IS ABNORMAL.
WARNING : DISPLACEMENT DY AT NODE NO. 149 IS ABNORMAL.
WARNING : DISPLACEMENT DZ AT NODE NO. 149 IS ABNORMAL.
ELEM. : 8427 OF 8427
Intel MKL ERROR: Parameter 4 was incorrect on entry to DLASCL.
Intel 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