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Structural materials are usually stressed within their so - called elastic range.
结构材料通常在 所谓 的弹性范围之内受力.
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All structural materials behave plastically above their elastic range.
超过弹性极限时,一切结构材料都显示出塑性.
The contents included in this thesis, are restricted within nonlinear bending and buckling at elastic range.
本论文所包含的内容限于双层网格扁壳弹性范围内的非线性屈曲和振动.
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