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

被引:68
|
作者
Yu, Zhi-wu
Mao, Jian-feng [1 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changshav 410075, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Random dynamic analysis; Train-track-bridge coupled system; Probability density evolution method; Wheel/rail interaction; Number theoretic method of multi-target probability functions; RANDOM VIBRATION ANALYSIS; RAILWAY BRIDGES; SAFETY ASSESSMENT; SIMULATION; ELEMENT; IRREGULARITIES;
D O I
10.1016/j.apm.2018.01.038
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
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 hyper cube 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. (C) 2018 Elsevier Inc. All rights reserved.
引用
收藏
页码:205 / 232
页数:28
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