带预紧力的螺栓连接ANSYS分析

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求助大神帮我看看是哪里出了问题,我按照这个命令流做的,但是最后在求解出现问题,没法显现应力应变图。

/CLEAR
/FILNAME,EXAMPLE47_1
/PREP7
ET,1,SOLID186
ET,2,TARGE170
ET,3,CONTA174
R,1,,,0.1
R,2,,,0.1
R,3,,,0.1
MP,EX,1,2E11
MP,PRXY,1,0.3
/VIEW,1,1,1,1
CYLIND,0.04,0.021,0.005,0.01,180,90


CYLIND,0.04,0.021,0.015,0.01,180,90


CYLIND,0.02,0.015,0.005,0.015,180,90


CYLIND,0.02,0.015,0.015,0.02,180,90


CYLIND,0.025,0.02,0.015,0.02,180,90


CYLIND,0.02,0.015,0.005,0,180,90


CYLIND,0.025,0.02,0.005,0,180,90


VGLU,3,4,5,6,7
VATT,1,1,1
ESIZE,0.002
MSHKEY,1
MSHAPE,0
VMESH,ALL


ASEL,S,,,51


NSLA,S,1
REAL,1
TYPE,2
ESURF
ALLS


ASEL,S,,,8
NSLA,S,1
REAL,1
TYPE,3
ESURF
ALLS


ASEL,S,,,7
NSLA,S,1
REAL,2
TYPE,2
ESURF
ALLS


ASEL,S,,,2
NSLA,S,1
REAL,2
TYPE,3
ESURF
ALLS


ASEL,S,,,1
NSLA,S,1
REAL,2
TYPE,2
ESURF
ALLS


ASEL,S,,,55
NSLA,S,1
REAL,2
TYPE,3
ESURF
ALLS


ASEL,S,,,1
NSLA,S,1
CP,1,UZ,ALL
ASEL,S,,,8
NSLA,S,1
CP,2,UZ,ALL
ALLS
PSMESH,,EXAMPLE,,VOLU,3,0,Z,0.01,,,,ELEMS
FINI


/SOLU
ASEL,S,LOC,Y,0
DA,ALL,UY
ASEL,S,LOC,X,0
DA,ALL,UX
ALLS
SLOAD,1,PL01,,FORCE,5000,1,2
SOLVE
SFA,8,,PRES,-1000/0.91028E-03
SFA,1,,PRES,-1000/0.91028E-03
SOLVE
FINI


/POST1
PLNSOL,S,Z
ASEL,S,,,2
NSLA,S,1
SET,FIRST
PRNLD,F
SET,NEXT
PRNLD,F
ALLS
FINI


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Zl1232140

/CLEAR

/FILNAME,EXAMPLE47_1

/PREP7

ET,1,SOLID186

ET,2,TARGE170

ET,3,CONTA174

R,1,,,0.1

R,2,,,0.1

R,3,,,0.1

MP,EX,1,2E11

MP,PRXY,1,0.3

/VIEW,1,1,1,1

CYLIND,0.04,0.021,0.005,0.01,180,90




CYLIND,0.04,0.021,0.015,0.01,180,90




CYLIND,0.02,0.015,0.005,0.015,180,90




CYLIND,0.02,0.015,0.015,0.02,180,90




CYLIND,0.025,0.02,0.015,0.02,180,90




CYLIND,0.02,0.015,0.005,0,180,90




CYLIND,0.025,0.02,0.005,0,180,90




VGLU,3,4,5,6,7

VATT,1,1,1

ESIZE,0.002

MSHKEY,1

MSHAPE,0

VMESH,ALL




ASEL,S,,,51




NSLA,S,1

REAL,1

TYPE,2

ESURF

ALLS




ASEL,S,,,8

NSLA,S,1

REAL,1

TYPE,3

ESURF

ALLS




ASEL,S,,,7

NSLA,S,1

REAL,2

TYPE,2

ESURF

ALLS




ASEL,S,,,2

NSLA,S,1

REAL,2

TYPE,3

ESURF

ALLS




ASEL,S,,,1

NSLA,S,1

REAL,2

TYPE,2

ESURF

ALLS




ASEL,S,,,55

NSLA,S,1

REAL,2

TYPE,3

ESURF

ALLS




ASEL,S,,,1

NSLA,S,1

CP,1,UZ,ALL

ASEL,S,,,8

NSLA,S,1

CP,2,UZ,ALL

ALLS

PSMESH,,EXAMPLE,,VOLU,3,0,Z,0.01,,,,ELEMS

FINI




/SOLU

ASEL,S,LOC,Y,0

NSLA,S,1

!DA,ALL,uy

DSYM,SYMM,Y

ALLSEL,ALL

ASEL,S,LOC,X,0

NSLA,S,1

!DA,ALL,ux

DSYM,SYMM,X


NSEL,S,LOC,Z,0

D,ALL,ALL

ALLSEL,ALL



ALLS

SLOAD,1,PL01,,FORCE,5000,1,2

SOLVE

SFA,8,,PRES,-1000/0.91028E-03

SFA,1,,PRES,-1000/0.91028E-03


SOLVE

FINI


2019年11月12日
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风雪夜归人1991

没有写antype

2019年11月11日
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