LOU Ping, ZENG Qing-yuan. Finite element analysis of slab track subjected to moving load[J]. Journal of Traffic and Transportation Engineering, 2004, 4(1): 29-33.
Citation: LOU Ping, ZENG Qing-yuan. Finite element analysis of slab track subjected to moving load[J]. Journal of Traffic and Transportation Engineering, 2004, 4(1): 29-33.

Finite element analysis of slab track subjected to moving load

More Information
  • Author Bio:

    LOU Ping(1968-), male, doctoral student, 86-731-2656065, pinglou@mail.csu.edu.cn

  • Received Date: 2003-08-07
  • Publish Date: 2004-02-25
  • A finite element method was applied to analyze the dynamic response of slab track subjected to a moving load. The slab track was treated as a model, in which rail was regarded as a long beam supported by discrete viscoelastic supports, and slab as a short beam supported by continuously viscoelastic foundation. The slab track and moving load were considered as a system. Vibration equations of the system could be formulated by using the principle of total potential energy with stationary value in elastic system dynamics and the "set-in-right-position"rule for formulating matrixes. The effects of the speed of the moving load, the rail type, and the spring stiffness of rail support on the response of rail and slab were studied. From the presented numerical examples, when the other parameters being the same, with the increasing of spring stiffness of rail support, the dynamic response of rail decreases; with the increasing of rail type, the dynamic response of rail and slab decreases; with the increasing of moving load speed, the dynamic response of rail and slab increases.

     

  • loading
  • [1]
    Tsunehiko SAITO. Stress analysis of concrete track slabs on an elastic foundation by the finite element method[J]. Quarterly Reports of Railway Technical Research Institute, 1974, 15(4): 186-190. https://www.cnki.com.cn/Article/CJFDTOTAL-XDKF202115008.htm
    [2]
    Tong P, Rossettos J N. Finite-Element Method: Basic Technique and Implementation[M]. Cambridge: The MIT Press, 1977.
    [3]
    LOU Ping, ZENG Qing-yuan. Finite element analysis of infinite long beam resting on continuous viscoelastic foundation subjected to moving loads[J]. Journal of Traffic and Transportation Engineering, 2003, 3(2): 1-6. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB202009005.htm
    [4]
    ZENG Qing-yuan. The principle of total potential energy with stationary value in elastic system dynamics[J]. Journal of Huazhong University of Science and Technology, 2000, 28(1): 1-3. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BGYS202105006.htm
    [5]
    曾庆元, 郭向荣. 列车桥梁时变系统振动分析理论与应用[M]. 北京: 中国铁道出版社, 1999.
    [6]
    ZENG Qing-yuan, LOU Ping, XIANG Jun. The principle of total potential energy with stationary value in elastic system dynamics and itsapplication to the analysisof vibration and dynamic stability [J]. Journal of Huazhong University of Science and Technology (Urban Science), 2002, 19(1): 7-14. https://www.cnki.com.cn/Article/CJFDTOTAL-DOUB202106002.htm
    [7]
    ZENG Qing-yuan, YANG Ping. The" Set-in-right-position" rule for forming structural matricesand the finite truss-element method for space analysis of truss bridges[J]. Journal of the China Railway Society, 1986, 8(2): 48-59. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGJS201601011.htm
    [8]
    LOU Ping, ZENG Qing-yuan. On three approaches to formulation of the equations of motion of a dynamic system[J]. Journal of Structural Engineering, 2002, 29(2): 119-123. https://www.cnki.com.cn/Article/CJFDTOTAL-LAWS201504002.htm
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (267) PDF downloads(197) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return