The distribution of stress and strain of the passenger ropeway supporting stand (for short, the stand) was analyzed and calculated in this paper, and nonlinear finite element method was adopted (involving geometric nonlinear behavior and material nonlinear behavior).
本论文首先采用有限元技术对客运架空索道线路支架在外载作用下的应力和位移分布状况进行了分析和计算,在分析计算时根据线路支架的结构形式特点,考虑了结构的双重非线件因素即几何非线性和材料非线性对结果的影响。
参考来源 - 客运架空索道线路支架安全评价方法研究·2,447,543篇论文数据,部分数据来源于NoteExpress
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