ansys分析边坡时结果不对，不知道哪出问题了，有没有仁兄帮忙看一下呀？ [复制链接]

ansys分析边坡时结果不对，不知道哪出问题了，有没有仁兄帮忙看一下呀？ !We9T)e  
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ansys分析边坡时结果不对，不知道哪出问题了，有没有仁兄帮忙看一下呀？  oc8:r   r@t \a+  
下面是命令流，都用的最简单的命令，大家不要笑话我呀，但现在出的图很不对呀 ，大家看哪有毛病？这是一个排土场的稳定性分析，现在还没有进行强度折减，就是安全系数为一时的命令流。 finish %!\iII  
/clear,start Vg^yjP{sv  
/title,the first section )H1\4LeP  
/color,pbak,off `_iK`^(-  
/prep7 u?4d<%5R!  
et,1,plane42 ~hxW3e  
/units,mks G_QV'zQ  
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mp,ex,1,1.12e10 Y1wH_!%b  
mp,nuxy,1,0.22 jX7;hQ+P  
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erefine,3855 $L.0$-je4  
allsel,all #{GUu',?&  
save {
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/SOLU :QsGwhB  
ANTYPE,static mk1;22o{TX  
OUTRES,ERASE pK#Ze/!  
OUTRES,ALL,ALL oq=D9  
AUTOTS,1 @YP\!#"8  
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dl,36,,ux,0 ,qpn4`zE~  
allsel 8UoMOeI3  
ACEL,0,9.8,0 BG"~yyKA  
SBCTRAN ,:QG%Et  
/PBC,ALL,,1 %WCA?W0:4  
EPLOT :KZI+  
SOLVE t/_w}  
FINISh

我还看不懂命令流呢  。。

呵呵 我也是刚学 学的可不怎么样了 愁死人了

怎么没开启大变形呢

这命令流不能拷，没法看