Vertical dynamic response of non-uniform motion of high-speed rails

被引:54
作者
Minh Thi Tran [1 ]
Ang, Kok Keng [1 ]
Van Hai Luong [2 ]
机构
[1] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117576, Singapore
[2] Ho Chi Minh City Univ Technol, Dept Civil Engn, Ho Chi Minh City, Vietnam
关键词
FOUNDATION; BEAM; LOADS; TRACK; TRAIN;
D O I
10.1016/j.jsv.2014.05.053
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
In this paper, a computational study using the moving element method (MEM) is carried out to investigate the dynamic response of a high-speed rail (HSR) traveling at non-uniform speeds. A new and exact formulation for calculating the generalized mass, damping and stiffness matrices of the moving element is proposed. Two wheel-rail contact models are examined. One is linear and the other nonlinear. A parametric study is carried out to understand the effects of various factors on the dynamic amplification factor (DAF) in contact force between the wheel and rail such as the amplitude of acceleration/deceleration of the train, the severity of railhead roughness and the wheel load. Resonance in the vibration response can possibly occur at various stages of the journey of the HSR when the speed of the train matches the resonance speed. As to be expected, the DAF in contact force peaks when resonance occurs. The effects of the severity of railhead roughness and the wheel load on the occurrence of the jumping wheel phenomenon, which occurs when there is a momentary loss of contact between the wheel and track, are investigated. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:5427 / 5442
页数:16
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