High efficient dynamic analysis of vehicle-track-subgrade vertical interaction based on Green function method

被引:38
作者
Chen, Mei [1 ]
Sun, Yu [1 ]
Zhai, Wanming [1 ]
机构
[1] Southwest Jiaotong Univ, State Key Lab Tract Power, Train & Track Res Inst, Chengdu, Sichuan, Peoples R China
基金
中国国家自然科学基金;
关键词
Vehicle-track-subgrade interaction; the Green function; moving window; finite element model; high-speed railway; COUPLED SYSTEM; STOCHASTIC-ANALYSIS; MODEL; TRAIN; RAIL; TRANSITION; VIBRATION; BEHAVIOR; WHEELS;
D O I
10.1080/00423114.2019.1607403
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A new method is proposed to efficiently simulate vehicle-track-subgrade vertical dynamic interactions based on the Green function method. In this simulation, the vehicle-track-subgrade system is divided into two subsystems, the vehicle-rail subsystem and the slab-subgrade subsystem, which are coupled through fastener connections. In the vehicle-rail subsystem, the vehicle is modelled as a multi-rigid-body system with 10 degrees of freedom, and the rail is simplified as a Bernoulli-Euler beam supported by rail pads. Dynamic equations of the vehicle-rail subsystem are described by differential equations. In the slab-subgrade subsystem, a three-dimensional finite element model is established to obtain the Green functions of the system induced by a unit impulse excitation. Based on the derived Green functions, dynamic equations of the slab-subgrade subsystem are formulated by the Duhamel integral. The interaction between the two subsystems is transferred by the fastener forces, and the dynamic responses of the whole system are solved through explicit numerical methods. The proposed method is subsequently validated through a detailed numerical comparison with the result obtained by the finite element method. Finally, the method is applied to investigate the dynamic property of the subgrade system under high-speed train operation.
引用
收藏
页码:1076 / 1100
页数:25
相关论文
共 41 条
  • [1] Boundary element analysis of the steady-state response of an elastic half-space to a moving force on its surface
    Andersen, L
    Nielsen, SRK
    [J]. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2003, 27 (01) : 23 - 38
  • [2] The excitation of ground vibration by rail traffic: theory of vehicle-track-soil interaction and measurements on high-speed lines
    Auersch, L
    [J]. JOURNAL OF SOUND AND VIBRATION, 2005, 284 (1-2) : 103 - 132
  • [3] Behaviour of train-track interaction in stiffness transitions
    Banimahd, Meysam
    Woodward, Peter K.
    Kennedy, Justin
    Medero, Gabriela M.
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-TRANSPORT, 2012, 165 (03) : 205 - 214
  • [4] Time domain 3D finite element modelling of train-induced vibration at high speed
    El Kacimi, A.
    Woodward, P. K.
    Laghrouche, O.
    Medero, G.
    [J]. COMPUTERS & STRUCTURES, 2013, 118 : 66 - 73
  • [5] Vertical vibration analysis of temperature-stressed CWR using wave number finite element method
    Feng, Qingsong
    Wang, Wei
    Sheng, Xiaozhen
    Liu, Qingjie
    Lei, Xiaoyan
    [J]. INTERNATIONAL JOURNAL OF RAIL TRANSPORTATION, 2018, 6 (02) : 131 - 144
  • [6] Wheel-rail dynamic interaction due to rail weld irregularity in high-speed railways
    Gao, Jianmin
    Zhai, Wanming
    Guo, Yi
    [J]. PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT, 2018, 232 (01) : 249 - 261
  • [7] REVIEW OF WORKSHOP - AIMS AND OPEN QUESTIONS
    GRASSIE, SL
    [J]. VEHICLE SYSTEM DYNAMICS, 1995, 24 : 380 - 386
  • [8] A mechanical model of vehicle-slab track coupled system with differential subgrade settlement
    Guo, Yu
    Zhai, Wanming
    Sun, Yu
    [J]. STRUCTURAL ENGINEERING AND MECHANICS, 2018, 66 (01) : 15 - 25
  • [9] Hussein MFM, 2017, INT J RAIL TRANSP, V5, P38, DOI 10.1080/23248378.2016.1203736
  • [10] Three-dimensional train-track model for study of rail corrugation
    Jin, XS
    Wen, ZF
    Wang, KY
    Zhou, ZR
    Liu, QY
    Li, CH
    [J]. JOURNAL OF SOUND AND VIBRATION, 2006, 293 (3-5) : 830 - 855