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? 6AG`&'"
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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 Od f[*
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 KlRr8G!Z
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/title,the first section 0}!\$"|D
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mp,ex,1,1.12e10 _SW3_8SuM.
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k,12,210,130 XT4{Pe7{[P
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k,17,303.5,106.5 4rLL[??
k,18,313,108.5 FY#C.mL
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k,20,333.5,106 |'B7v i)
k,21,346,105 c9&xe"v
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k,24,148,145.5 0eDHu
k,25,182,160 lE4HM$p
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k,27,229,173.5 $7^o#2
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k,28,247,173.5 sM `DL
k,29,267.5,177 oU.R2\Q
k,30,473.5,177 }f6HYU
k,31,473.5,190.5 4bYK}oS
k,32,281.5,190.5 }khV'6"'|
a,9,10,11,24,23 |R/%D%_g
a,11,12,13,14,26,25,24 %`1q-,>v
a,14,15,16,17,18,19,20,21,22,7,4,3,30,29,28,27,26 RO'7\xvn
a,29,30,31,32 |l]XpWV
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k,4,455,79 o ,AAC
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a,1,2,3,4,5 eD?tLj
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k,7,443.5,82 3Q.#c,`jV
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