post buckling behavior 屈曲后行为
Additionally, the elastic-plastic post-buckling behavior of orthotropic sheet metals is investigated. Special interest is devoted to load-deflection path and the maximum support load.
另外，本文还对正交各向异性薄板的弹塑性后屈曲行为进行了研究，得出了板在发生弹塑性屈曲以后，荷载随位移的变化路径以及板的最大承载能力。
参考来源 - 正交各向异性金属板材的弹塑性屈曲及后屈曲分析·2,447,543篇论文数据，部分数据来源于NoteExpress
Based on the classical nonlinear plate theory, axisymmetric post-buckling behavior of a functionally graded circular plate under radial compression was investigated.
基于经典非线性板理论，研究了功能梯度圆板在均匀的径向压力作用下的轴对称过屈曲问题。
Load was exerted on the 16 interior nodes by displacement control method, in this way the post buckling behavior of this structure was obtained.
试验对该网壳结构内部16个节点采用位移控制法进行比例加载，得到了结构的屈曲后性能。
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