论坛 › Ansys讨论区 › 求助：正弦变化载荷（频率一定）下的模型应力响应问题

greenhh 发表于 2009-4-20 11:12

求助：正弦变化载荷（频率一定）下的模型应力响应问题

要求：正弦变化载荷（频率一定）时候的模型的应力响应。
模型：空心圆锥筒（选了SHELL63单元，厚度10mm，上端2m,下端1.1m）
约束：上端固定
载荷： 在圆锥从下面算1/3处的两个对称节点施加正弦载荷y=8000sin(14000*20*π*t/60)，两个点方向相反

求解后，在post26里看施加载荷的节点的时候，最大值和最小值的位移（比如说UZ）是一样的，也就是位移曲线是个点。


结果很奇怪，不知道问题出在哪里了。（瞬态分析）

[ 本帖最后由 greenhh 于 2009-4-20 11:14 编辑 ]

16443 发表于 2009-4-20 14:08

可能是时间轴设置的问题。
把全部命令留贴出来

greenhh 发表于 2009-4-20 15:33

回复 楼主 greenhh 的帖子

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FINISH
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NUMVAR,200
FILLDATA,191,,,,1,1
REALVAR,191,191
XVAR,1
PLVAR,2,
XVAR,1
PLVAR,3,
SAVE
SAVE
SAVE
FINISH
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16443 发表于 2009-4-20 16:00

你这是log文件啊，让人怎么看

greenhh 发表于 2009-4-20 16:12

回复 地板 16443 的帖子

呀，刚学ANSYS，对命令流不清楚，怎么弄啊，虚心求教

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