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A stochastic dynamic model of train-track-bridge coupled system based on probability density evolution method

机译:基于概率密度演化方法的列车-轨道-桥梁耦合系统随机动力学模型

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An innovative stochastic dynamic model of a 3D train-track-bridge coupled system (TTBS) with refined wheel/rail interaction is established for a high-speed railway based on the random theory of probability density evolution method (PDEM). The multi-coupling effect of excitations can be simultaneously input into the new model, e.g. random track irregularity, random vehicle loads, stochastic system parameters, et al. Moreover, a new approach, named “Number theoretic method of multi-target probability functions” (NTM-mp), is developed to obtain the discrete point sets of multidimensional random parameters in hypercube space, aims to solve the point design of system uncertainty. The stochastic harmonic function (SHF) is applied to generate representative random track irregularity samples. The results of TTBS got by PDEM are verified with several typical case studies for its efficiency and reliability, which are the deterministic results in the representative publication, the Monte Carlo method (MCM) results, and the field testing results on the high-speed railway. At last, a typical case study of TTBS on a high-speed railway is presented for numerical analysis. Discussions and significant conclusions on the random dynamic responses are presented.
机译:基于概率密度演化法(PDEM)的随机理论,为高速铁路建立了具有精良轮/轨相互作用的3D火车-铁路-桥梁-桥梁耦合系统(TTBS)的创新随机动力学模型。激励的多重耦合效应可以同时输入到新模型中,例如随机轨道不规则性,随机车辆载荷,随机系统参数等。此外,开发了一种新的方法,称为“多目标概率函数的数论方法”(NTM-mp),以获取超立方体空间中多维随机参数的离散点集,旨在解决系统不确定性的点设计。应用随机谐波函数(SHF)生成代表性的随机轨道不规则样本。 PDEM所获得的TTBS的结果已通过几个典型案例进行了验证,以证明其有效性和可靠性,这是代表性出版物中的确定性结果,蒙特卡罗方法(MCM)的结果以及高速铁路上的现场测试结果。最后,对高速铁路TTBS的典型案例进行了数值分析。提出了关于随机动力响应的讨论和重要结论。

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