本人用link10单元模拟一根拉索,用beam188单元模拟索两端的锚具,但是在计算时会弹出如下的error
我在网上查找了一些说法,说是因为不收敛造成的。求各位大神和前辈指导一下,非常感谢!
这是我的命令流
Finish
/Clear,start
/UNITS,SI$/Com,structural$/Filename,cable tension$/TITLE,vibration model
/PREP7
EM=1.1e11
AREA1=0.005281$AREA2=0.008332$AREA3=0.001196$AREA4=0.007854
ET,1,LINK10
ET,2,188
MP,EX,1,EM
MP,PRXY,1,0.3
MP,DENS,1,8343.7
MP,REFT,1,0
MP,ALPX,1,1.6e-5
R,3,AREA3
SECTYPE,1,BEAM,CSOLID
SECDATA,SQRT(AREA1/3.14)
SECTYPE,2,BEAM,CSOLID
SECDATA,SQRT(AREA2/3.14)
SECTYPE,4,BEAM,CSOLID
SECDATA,SQRT(AREA4/3.14)
LSEL,NONE
K,1,0,15.064,0
K,2,0,14.706,0
K,3,0,13.803,0
K,31,0,13.803,0
K,4,0,0.260,0
K,41,0,0.260,0
K,5,0,0,0
L,1,2
LSEL,S,,,1
LATT,1,,2,,,,1
L,2,3
LSEL,S,,,2
LATT,1,,2,,,,2
L,31,41
LSEL,S,,,3
LATT,1,3,1
L,4,5
LSEL,S,,,4
LATT,1,,2,,,,4
LSEL,S,,,ALL
LESIZE,ALL,0.02$LMESH,ALL
CP,1,UX,20,65
CP,NEXT,UY,20,65
CP,NEXT,UZ,20,65
CP,NEXT,UX,67,745
CP,NEXT,UY,67,745
CP,NEXT,UZ,67,745
D,1,UX,,,,,UY,UZ,ROTX,ROTY
D,746,UX,,,,,UY,UZ,ROTX,ROTY
FINISH
/SOLU
ANTYPE,STATIC
OUTRES,ALL,ALL
$NLGEOM,ON$LNSRCH,ON$AUTOTS,ON$EMATWRITE,YES$ALLSEL
BFE,ALL,TEMP,1,-170.5
ALLSEL$ACEL,,9.8
SOLVE
!!模态分析(打开预应力开关)
FINISH
/SOLU
ANTYPE,MODAL$UPCOORD,1.0,ON$PSTRES,ON
MODOPT,LANB,50$MXPAND,50$ALLSEL$PSOLVE,EIGLANB
FINISH
/SOLU
EXPASS,ON$PSOLVE,EIGEXP$ALLSEL$EPLOT
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关于ANSYS中BEAM188单元徐变参数的输入大家好,最近在用ansys计算beam188单元徐变问题,但是对于其数据的输入好像与beam4单元不一样,程序老是报错,希望大神帮忙看一下这段命令流问题出在哪里?(中间省略了一些步骤)谢谢了。 et,1,beam188 mp,ex,101,3.45e10 mp,prxy,101,0.2 mp,dens,101,2600 tb,creep,101,1,,,0 tbdate,1,0,0,0,0,,1
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只看楼主 我来说两句抢地板回复 举报
两个不同的单元使用了cp进行自由度耦合
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