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发表于 2004-10-11 07:36:18
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来自 美国
回复: 【讨论】为什么一用riks就出现这个问题?
First of all, I do not think you really need RIKS method. Risk method is designed for unstable problem like snap and buckling. In those cases, you can have softening and even negative displacement increments (negative is in the sense it is opposite to the boundary condition you applied.) This will cause problem no matter what kind of control you are using. Rike just use arc length in force and displacement space in a broad sense. So zero displacemnet just mean your arch length increments only come from stress.
Back to your problem, most large deformation problem do not require RIKS method, which actually cause trouble if it's not nessessary. As I said, make sure your problem physically have a unstable nature before you want to use it. |
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