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？ $ o5V$N D  
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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   V<HOSB7  
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 %;<k(5bhGJ  
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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