Three-Dimensional Vehicle–Curved Track Dynamic Model Based on FEM and DEM

Author:

Chen Xianmai1,Pan Liu1,Xu Lei1,Shi Can2

Affiliation:

1. School of Civil Engineering, Central South University, Changsha 410074, Hunan, P. R. China

2. State-Key Laboratory of Traction Power, Southwest Jiaotong University, Chengdu 610031, P. R. China

Abstract

In this work, a systematic vehicle–curved track dynamic model is presented, in which the vehicle is modeled as a multi-rigid-body system. The track structure is modeled by finite element method with curved rail beam element considered in geometry. To obtain accurate dynamic behavior of railway ballasted track, the resistance characteristics of ballast bed are revealed by introducing the discrete element method. Besides, a two-step iterative-update method is improved to solve the multi-nonlinearity of the vehicle–curved track dynamic interaction. To improve the computational efficiency, and the improved infinite cyclic calculation method is introduced. Apart from the model validations, the application of this model in engineering practices, such as the vehicle-induced vibration of the continuously welded rail (CWR), has been revealed, and some conclusions are drawn from the numerical studies.

Funder

National Natural Science Foundation of China

Science and Technology Research and Development Program Project of China railway group limited

Publisher

World Scientific Pub Co Pte Ltd

Subject

Applied Mathematics,Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Building and Construction,Civil and Structural Engineering

Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. A coupling method for wheel–rail longitudinal interaction;Journal of Vibration and Control;2024-05-13

2. Buffer stops behavior due to rail impact loads with LISA FEA;Journal of Railway Transportation and Technology;2023-03-31

3. Dynamic Analysis of the High Speed Train–Track Spatial Nonlinear Coupling System Under Track Irregularity Excitation;International Journal of Structural Stability and Dynamics;2023-02-24

4. Behavior of Rail Ballast Layer Using Mortar Foam with LISA-FEA;Journal of Railway Transportation and Technology;2022-11-29

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