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发表于 2012-9-19 10:12:43
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来自 广东深圳
tonnyw 发表于 2012-9-19 00:02
The finite element formulation is based on the assumption that the strain energy is finite. If you ...
This also applies in theory of elasticity. At the point of concentrated load, there is no closed-form solution. However, we distract the interest, e.g. using St.Venant. If this is the case, there is no problem in transforming the concentrated load to nodal load using "work equivalence", which is exactly what is assumed in using FEM? |
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