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Reliability Analysis of the Bogie Frame Structure Based on Response Surface Stochastic Finite Element Method

机译:基于响应面随机有限元法的转向架框架结构可靠性分析

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摘要

Taking multiple parameters of the main structural plates thicknesses and loads as random design variables, the strength reliability of bogie frame is analyzed based on response surface optimization approach and JC method. The response surface optimization approach is used to search the failure points of the structure limit state. Meanwhile, the sensitivity of structure reliability is also analyzed using limit state function that obtained by response surface approach. So that it can offer some useful reference for reliability design of railway vehicle structural strength.
机译:以主结构板厚度和载荷的多个参数为随机设计变量,基于响应面优化方法和JC方法分析了转向架框架的强度可靠性。响应面优化方法用于搜索结构极限状态的失效点。同时,还利用响应面法获得的极限状态函数分析了结构可靠性的敏感性。为铁路车辆结构强度的可靠性设计提供一些有用的参考。

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