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*HEADING
*Node
*Element, type=mass, elset=mass
*MATERIAL, NAME=VISCOELASTIC
*ELASTIC, MODULI=INSTANTANEOUS
*VISCOELASTIC, TIME=PRONY
*Mass, elset=mass
*Mass, elset=mass
*STEP, NLGEOM
*STEP, NLGEOM
*STEP, NLGEOM
*STATIC
***WARNING: VISCOELASTIC MATERIAL PROPERTIES ARE DEFINED IN THE MODEL. THE
MATERIAL RESPONSE IN A STATIC ANALYSIS WILL BE BASED ON THE
INSTANTANEOUS ELASTIC MATERIAL PROPERTIES.
*End Step
*STEP, NLGEOM
*STATIC
*End Step 1
Abaqus Version 6.7-1
DATE 29-Jun-2008
TIME 20:09:00
For use by Team oDDiTy under license from ABAQUS, Inc.
E L E M E N T
D E F I N I T I O N S
NUMBER
TYPE
PROPERTY
NODES FORMING ELEMENT
REFERENCE
1
MASS
1
1
M A S S
P R O P E R T I E S
PROPERTY NUMBER
1
CONCENTRATED MASS VALUE =
1.0000
M A T E R I A L
D E S C R I P T I O N
MATERIAL NAME: VISCOELASTIC
ELASTIC
YOUNG'S
POISSON'S
MODULUS
RATIO
1.0000
0.0000
***ERROR: THE SUM OF THE DEVIATORIC RELAXATION COEFFICIENTS FOR VISCOELASTIC
MATERIAL
VISCOELASTIC
IS
9.1723. THE SUM OF COEFFICIENTS MUST BE
SMALLER THAN ONE
***NOTE: DUE TO AN INPUT ERROR THE ANALYSIS PRE-PROCESSOR HAS BEEN UNABLE TO
INTERPRET SOME DATA.
SUBSEQUENT ERRORS MAY BE CAUSED BY THIS OMISSION
VISCOELASTIC - DEFINED IN THE TIME DOMAIN
LINEAR, ISOTROPIC, PRONY SERIES DEFINITION
I
G(I)
K(I)
TAU(I)
1
2.0053
0.0000
6.4118
2
1.1688
0.0000
1.4894
3
1.9774
0.0000
1.4496
4
2.0147
0.0000
0.99561
5
2.0061
0.0000
0.74571
E L E M E N T
S E T S
SET
MASS
MEMBERS
1
N O D E
D E F I N I T I O N S
NODE
COORDINATES
SINGLE POINT CONSTRAINTS
NUMBER
TYPE
PLUS
DOF
1
0.0000
0.0000
0.0000
P R O B L E M
S I Z E
NUMBER OF ELEMENTS IS
1
NUMBER OF NODES IS
1
NUMBER OF NODES DEFINED BY THE USER
1
TOTAL NUMBER OF VARIABLES IN THE MODEL
3
(DEGREES OF FREEDOM PLUS ANY LAGRANGE MULTIPLIER VARIABLES)
THE PROGRAM HAS DISCOVERED
1 FATAL ERRORS
** EXECUTION IS TERMINATED **
END OF USER INPUT PROCESSING
问题1)黑体字所描述的问题怎么解决?
(2)泊松比我设置的是0.499(不可压缩材料),可是为什么验证的结果是0.000? |
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