XU Qing-yuan, CHEN Xiu-fang. Additional longitudinal forces transmission between bridges and continuously welded rails with small resistance fasteners[J]. Journal of Traffic and Transportation Engineering, 2003, 3(1): 25-29.
Citation: XU Qing-yuan, CHEN Xiu-fang. Additional longitudinal forces transmission between bridges and continuously welded rails with small resistance fasteners[J]. Journal of Traffic and Transportation Engineering, 2003, 3(1): 25-29.

Additional longitudinal forces transmission between bridges and continuously welded rails with small resistance fasteners

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  • Author Bio:

    XU Qing-yuan(1972-), male, a doctoral student of Central South University, engaged in research of continuously welded rails

  • Received Date: 2002-09-23
  • Publish Date: 2003-03-25
  • To lay continuously welded rails on railway bridges, small resistance fasteners are used to be applied to reduce the mutual interaction forces between the rails and the bridges.To the ballast track, there are distinct relative displacement among the rail, sleeper and beam. However, the former mechanics model in this aspect didn't take the influence of the displacement of the sleeper into account. Thus, there are obvious discrepancy between the theory and the practice cases. A new mechanics model revealing additional longitudinal forces transmission between the continuously welded rails and the bridges, which takes the influence of the mutual relative displacement between the rail, sleeper and beam into account, is established. An example is presented and the results are compared. The results show that the calculated results of the new model are less than that of the formers, especially in the case of the flexible pier bridges. Without the consideration of the displacement of the sleeper, this model is also suited for the analysis of the additional longitudinal forces transmission between the rails and bridges of ballastless track with small resistance fasteners. The calculated results also show that compared to the ballast bridge, the ballastless bridges have a much stronger additional longitudinal forces transmission between the continuously welded rails and bridges.

     

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  • [1]
    LOU Yao-rong, FENG Shu-qing. Calculation method for the discrete force of CWR on railway bridge[J]. Journal of the China Railway Society, 1987, 9(2): 56-67. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDBS198504003.htm
    [2] 广钟岩, 铁路无缝线路[M]. 北京: 中国铁道出版社, 2001.
    [3] DS 899/59, 铁路新干线上桥梁的特殊规程[S].
    [4]
    LI Guo-qing. Study on longitudinal additional forces in continuously welded rails on high-speed railway bridges[J]. China Rail Way Science, 1997, 18(3): 15-23. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK703.001.htm
    [5]
    JIANG Jin-zhou. Additional longitudinal forces in continuously welded rails and their transmission on railway bridges[J]. China Rail Way Science, 1998, 19(2): 67-75. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK802.008.htm
    [6] 卜一之, 张进. 高速铁路桥梁附加纵向力传递机理及传力构造的研究[R]. 北京: 铁道部科学研究院, 1996.

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