LIANG Xin, LUO Shi-hui, MA Wei-hua, WU Qing, XU Zi-qiang. Coupling vibration analysis of single-magnet suspension vehicle-bridge for maglev train[J]. Journal of Traffic and Transportation Engineering, 2012, 12(2): 32-37. doi: 10.19818/j.cnki.1671-1637.2012.02.005
Citation: LIANG Xin, LUO Shi-hui, MA Wei-hua, WU Qing, XU Zi-qiang. Coupling vibration analysis of single-magnet suspension vehicle-bridge for maglev train[J]. Journal of Traffic and Transportation Engineering, 2012, 12(2): 32-37. doi: 10.19818/j.cnki.1671-1637.2012.02.005

Coupling vibration analysis of single-magnet suspension vehicle-bridge for maglev train

doi: 10.19818/j.cnki.1671-1637.2012.02.005
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  • Author Bio:

    LIANG Xin(1984-), male, doctoral student, +86-28-87601973, liangxin_151@163.com

    LUO Shi-hui(1964-), male, professor, PhD, +86-28-86466023, shluo@home.swjtu.edu.cn

  • Received Date: 2011-11-28
  • Publish Date: 2012-04-25
  • In order to study the coupling vibration of single-magnet suspension vehicle-bridge, suspension control system, vehicle structure, elastic track beam and bridge installation system were taken as a whole system, and maglev train suspension control-elastic bridge-mechanical structure vertical coupling vibration model of whole system was established.The effects of maglev train at different speeds on birdge were simulated by using external loads with different frequencies.The changes of mid-span deflection and vibration acceleration for different beam types were analyzed under the coupling condition of whole system.Study result shows that the mid-span deflection of simple-supported beam is about 2.5 times as the suspension position deflection of two-span-continuous beam when single-magnet suspension process achieves stable state.When train passes bridge at the speed of 200 km·h-1, the deflection is slightly smaller than that at the case of 400 km·h-1, the time that requires to achieve stable state for former case is about 1/3 of latter case.The mid-span deflection at suspension position for continuous beams is about 40% of the deflexion for simple-supported beam when train passes bridge at an identical speed, and the vibration acceleration of former case is smaller than that of latter case.The range of bridge critical mounting stiffness in simulation process is from 5.5×107 N·m-1 to 6.5×107 N·m-1, and the dynamics performance of two-span-continuous beam is better than that of simple-supported beam.

     

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  • [1]
    JIANG Wei-li, GAO Mang-mang. Study of the effect of track beam parameters on vertical coupled dynamic response of maglev vehicle-viaduct[J]. China Railway Science, 2004, 25(3): 71-75. (in Chinese). doi: 10.3321/j.issn:1001-4632.2004.03.015
    [2]
    SHI Jin, WEI Qing-chao, WU Fan-yu. Study on vibration of the beam of magnetic levitation express railway and its con-trol[J]. China Safety Science Journal, 2003, 13(10): 76-80. (in Chinese). doi: 10.3969/j.issn.1003-3033.2003.10.022
    [3]
    DENG Ya-shi, WEI Qing-chao, SHI Jin. Vibration charac-teristics of guideway specific for bridge of maglev under irregu-larities[J]. Journal of Vibration Engineering, 2008, 21(3): 248-254. (in Chinese). doi: 10.3969/j.issn.1004-4523.2008.03.006
    [4]
    ZHAI Wan-ming, ZHAO Chun-fa. Dynamics of maglev vehicle/guideway systems(Ⅰ)—magnet/rail interaction and system stability[J]. Chinese Journal of Mechanical Engineering, 2005, 41(7): 1-10. (in Chinese). doi: 10.3321/j.issn:0577-6686.2005.07.001
    [5]
    ZHAO Chun-fa, ZHAI Wan-ming. Dynamics of maglev vehicle/guideway systems(Ⅱ)—modeling and simulation[J]. Chinese Journal of Mechanical Engineering, 2005, 41(8): 163-175. (in Chinese). doi: 10.3321/j.issn:0577-6686.2005.08.029
    [6]
    LEE J S, KWON S D, KIM M Y, et al. A parametric study on the dynamics of urban transit maglev vehicle running on flexible guideway bridges[J]. Jounal of Sound and Vibration, 2009, 328(3): 301-317. doi: 10.1016/j.jsv.2009.08.010
    [7]
    ROTE D M, CAI Y. Review of dynamic stability of repul-sive-force maglev suspension systems[J]. IEEE Transactions on Magnetics, 2002, 38(2): 1383-1390. doi: 10.1109/20.996030
    [8]
    LI Li, MENG Guang. Summary of the dynamic research on EMS-maglev trains[J]. Journal of the China Railway Society, 2003, 25(4): 110-114. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TDXB200304022.htm
    [9]
    BAO Jia. Suspension control and dynamic simulation of maglev[D]. Chengdu: Southwest Jiaotong University, 2003. (in Chinese).
    [10]
    ZHENG Xiao-jing, WU Jian-jun, ZHOU You-he. Numerical analyses on dynamic control of five-degree-of-freedom maglev vehicle moving on flexible guideways[J]. Journal of Sound and Vibration, 2000, 235(1): 43-61.
    [11]
    CAI Y, CHEN S S, ROTE D M, et al. Vehicle/guideway dynamic interaction in maglev systems[J]. Journal of Dynamic Systems, Measurement, and Control, 1996, 118(3): 526-530. doi: 10.1115/1.2801176
    [12]
    YAU J D. Aerodynamic vibrations of a maglev vehicle run-ning on flexible guideways under oncoming wind actions[J]. Journal of Sound and Vibration, 2010, 329(10): 1743-1759.
    [13]
    JU S H, LIN H T. Resonance characteristics of high-speed trains passing simply supported bridges[J]. Journal of Sound and Vibration, 2003, 267(5): 1127-1141. doi: 10.1016/S0022-460X(02)01463-3
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