A Versatile 3D Vehicle-Track-Bridge Element for Dynamic Analysis of the Railway Bridges under Moving Train Loads

被引:35
|
作者
Xiao, Xiang [1 ]
Ren, Wei-Xin [2 ]
机构
[1] Wuhan Univ Technol, Sch Transportat, Wuhan 430067, Hubei, Peoples R China
[2] Hefei Univ Technol, Sch Civil Engn, Hefei 230009, Anhui, Peoples R China
关键词
Bridge; vehicle-track-bridge interaction; wheel jump; railway; stability; derailment; STRUCTURE INTERACTION COMPONENT; FINITE-ELEMENT; SOIL-STRUCTURE; SYSTEMS; MODEL; DERAILMENT; CONTACT;
D O I
10.1142/S0219455419500500
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
There has been a growing interest to carry out the vehicle-track-bridge (VTB) dynamic interaction analysis using 2D or 3D finite elements based on simplified wheel-rail relationships. The simplified or elastic wheel-rail contact relationships, however, cannot consider the lateral contact forces and geometric shapes of the wheel and rails, and even the occasional jump of wheels from the rails. This does not guarantee a reliable analysis for the safety running of trains over bridges. To consider the wheel-rail constraint and contact forces, this paper proposes a versatile 3D VTB element, consisting of a vehicle, eight rail beam elements, four bridge beam elements, and continuous springs as well as the dampers between the rail and bridge girder. With the 3D VTB element matrices formulated, a procedure for assembling the interaction matrices of the 3D VTB element is presented based on the virtual work principle. The global equations of motion of the VTB interaction system are established accordingly, which can be solved by time integration methods to obtain the dynamic responses of the vehicle, track and bridge, as well as the stability and safety indices of the moving train. Finally, an illustrative example is used to verify the proposed the versatile 3D VTB element for the dynamic interactive analysis of railway bridges under moving train loads.
引用
收藏
页数:33
相关论文
共 50 条
  • [1] Vibration of railway bridges under a moving train by using bridge-track-vehicle element
    Cheng, YS
    Au, FTK
    Cheung, YK
    ENGINEERING STRUCTURES, 2001, 23 (12) : 1597 - 1606
  • [2] Track effect analysis on dynamic response of railway vehicle-track-bridge system
    Guo, XG
    Zeng, QY
    TIVC'2001: INTERNATIONAL SYMPOSIUM ON TRAFIC INDUCED VIBRATIONS & CONTROLS, 2001, : 275 - 282
  • [3] Dynamic Response Analysis of Ballasted Railway Track–Ground System under Train Moving Loads using 3D Finite Element Numerical Modelling
    Md. Abu Sayeed
    Mohamed A. Shahin
    Transportation Infrastructure Geotechnology, 2023, 10 : 639 - 659
  • [4] Dynamic Response Analysis of Ballasted Railway Track-Ground System under Train Moving Loads using 3D Finite Element Numerical Modelling
    Abu Sayeed, Md
    Shahin, Mohamed A.
    TRANSPORTATION INFRASTRUCTURE GEOTECHNOLOGY, 2023, 10 (04) : 639 - 659
  • [5] Vehicle-Track-Bridge Interaction Modeling and Validation for Short Span Railway Bridges
    Rakoczy, Anna M.
    Shu, Xinggao
    Otter, Duane
    TRANSPORTATION RESEARCH RECORD, 2017, (2642) : 127 - 138
  • [6] Dynamic Analysis of Railway Track Response Subjected to Train Moving Loads Using Finite Element Simulation
    Rhylane, Hajar
    Ajdour, Mounia
    TRANSPORTATION INFRASTRUCTURE GEOTECHNOLOGY, 2024, 11 (02) : 650 - 674
  • [7] Dynamic Analysis of Railway Track Response Subjected to Train Moving Loads Using Finite Element Simulation
    Hajar Rhylane
    Mounia Ajdour
    Transportation Infrastructure Geotechnology, 2024, 11 : 650 - 674
  • [8] DYNAMIC ANALYSIS OF TRIBLE-TRACK PC CONTINUOUS BRIDGE UNDER MOVING TRAIN LOADS
    Peng, Y.
    Li, D. J.
    Liao, Y.
    ENVIRONMENTAL VIBRATIONS: PREDICTION, MONITORING, MITIGATION AND EVALUATION, VOLS I AND II, 2009, : 995 - 1000
  • [9] DYNAMIC ANALYSIS OF THE RAILWAY BRIDGE SPAN UNDER MOVING LOADS
    Szafranski, Marek
    ROADS AND BRIDGES-DROGI I MOSTY, 2018, 17 (04): : 299 - 316
  • [10] Dynamic analysis of steel truss bridges under moving train loads
    Xia, H
    Chen, YJ
    Minsili, LS
    ADVANCES IN STRUCTURAL ENGINEERING, 1995, : 48 - 54