WANG Kai-yun, SI Dao-lin, CHEN Zhong-hua. Wheel-rail dynamic interaction characteristic on high-speed railway[J]. Journal of Traffic and Transportation Engineering, 2008, 8(5): 15-18.
Citation: WANG Kai-yun, SI Dao-lin, CHEN Zhong-hua. Wheel-rail dynamic interaction characteristic on high-speed railway[J]. Journal of Traffic and Transportation Engineering, 2008, 8(5): 15-18.

Wheel-rail dynamic interaction characteristic on high-speed railway

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  • Author Bio:

    WANG Kai-yun (1974-), male, associate researcher, +86-28-87600773, kywang@home.swjtu.edu.cn

  • Received Date: 2008-04-21
  • Publish Date: 2008-10-25
  • In order to reveal the wheel-rail dynamic interaction characteristic on high-speed railway, wheel-rail geometric relationship and the random vibration properties of running safety and comfort were carried out by using vehicle-track coupled dynamics theory, and wheel-rail vibration was taken into account.Analysis result shows that there is obvious characteristic of wheel-rail contact geometric relationship when a train passes though curved track at high speed.At the speeds ranging from 160 to 300 km·h-1, the sensitive wavelengths of rate of wheel load reduction and car body vibration acceleration are respectively in the scopes from 1.0 to 2.5 m and from 40 to 50 m.So it is benefit to improve the running safety and comfort of high-speed train while controlling the irregularity with the sensitive wavelengthes.

     

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  • [1]
    THOMPSON L S. Tendency of rail way development in the first decade of 21st century[J]. International Rail wayEngineering, 2000, 5: 19-22. doi: 10.1007%2F978-3-7908-1972-4_1
    [2]
    刘友梅. 中国铁路高速探索[J]. 铁道科学与工程学报, 2004, 1(1): 14-18. doi: 10.3969/j.issn.1672-7029.2004.01.004

    LI U You-mei. Probe of Chinese high-speed rail way[J]. Journal of Rail way Science and Engineering, 2004, 1(1): 14-18. (in Chinese) doi: 10.3969/j.issn.1672-7029.2004.01.004
    [3]
    MADSHUS C, KAYNI A A M. High-speed rail way lines on soft ground: dynamic behavior at critical train speed[J]. Journal of Sound and Vibration, 2000, 231(3): 689-701. doi: 10.1006/jsvi.1999.2647
    [4]
    翟婉明. 车辆-轨道耦合动力学[M]. 第3版. 北京: 科学出版社, 2007.
    [5]
    王成国, 王永菲, 李海涛, 等. 高速轮轨接触几何关系的比较分析[J]. 铁道机车车辆, 2006, 26(4): 1-5. https://www.cnki.com.cn/Article/CJFDTOTAL-TDJC200604000.htm

    WANG Cheng-guo, WANG Yong-fei, LI Hai-tao, et al. Comparative analysis on high-speed wheel/rail contact geometric[J]. Rail way Locomotive and Car, 2006, 26(4): 1-5. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDJC200604000.htm
    [6]
    张曙光. 铁路高速列车应用基础理论与工程技术[M]. 北京: 科学出版社, 2007.
    [7]
    王开云, 翟婉明. 车辆-轨道耦合动力学仿真软件TTISI M及其试验验证[J]. 中国铁道科学, 2004, 25(6): 48-53. doi: 10.3321/j.issn:1001-4632.2004.06.009

    WANG Kai-yun, ZHAI Wan-ming. TTISI Msoftware of vehicletrack coupling dynamics simulation and its verification[J]. ChinaRailway Science, 2004, 25(6): 48-53. (in Chinese) doi: 10.3321/j.issn:1001-4632.2004.06.009
    [8]
    王开云, 翟婉明, 刘建新, 等. 提速列车与曲线轨道的横向相互动力作用研究[J]. 中国铁道科学, 2005, 26(6): 38-43. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK200506007.htm

    WANG Kai-yun, ZHAI Wan-ming, LI U Jian-xin, et al. Research on the lateral dynamicinteraction between speed-increased train and curved track[J]. China Rail way Science, 2005, 26(6): 38-43. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK200506007.htm
    [9]
    95J01-M, 高速试验列车客车强度及动力学性能规范[S].
    [10]
    王开云, 翟婉明, 刘建新, 等. 线路不平顺波长对提速列车横向舒适性影响[J]. 交通运输工程学报, 2007, 7(1): 1-5. doi: 10.3321/j.issn:1671-1637.2007.01.001

    WANG Kai-yun, ZHAI Wan-ming, LI U Jian-xin, et al. Effect of rail irregularity wavelength on lateral running comfort of speed-raised train[J]. Journal of Traffic and Transportation Engineering, 2007, 7(1): 1-5. (in Chinese) doi: 10.3321/j.issn:1671-1637.2007.01.001
    [11]
    王福天. 车辆系统动力学[M]. 北京: 中国铁道出版社, 1998.
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