Applied Mathematics and Mechanics (English Edition) ›› 2004, Vol. 25 ›› Issue (4): 390-395.

• 论文 • 上一篇    下一篇

COUPLING VIBRATION OF VEHICLE-BRIDGE SYSTEM

陈炎, 黄小清, 马友发   

  1. College of Traffic and Communications, South China University of Technology, Guangzhou 510640, P. R. China
  • 收稿日期:2002-02-04 修回日期:2003-11-18 出版日期:2004-04-18 发布日期:2004-04-18
  • 基金资助:
    the National Science Foundation of Guangdong Province,China(011602)

COUPLING VIBRATION OF VEHICLE-BRIDGE SYSTEM

CHEN Yan, HUANG Xiao-qing, MA You-fa   

  1. College of Traffic and Communications, South China University of Technology, Guangzhou 510640, P. R. China
  • Received:2002-02-04 Revised:2003-11-18 Online:2004-04-18 Published:2004-04-18
  • Supported by:
    the National Science Foundation of Guangdong Province,China(011602)

摘要: By applying the sinusoidal wave mode to simulate the rugged surface of bridge deck,accounting for vehicle-bridge interaction and using Euler-Bernoulli beam theory, a coupling vibration model of vehicle-bridge system was developed. The model was solved by mode analyzing method and Runge-Kutta method, and the dynamic response and the resonance curve of the bridge were obtained. It is found that there are two resonance regions, one represents the main resonance while the other the minor resonance, in the resonance curve. The influence due to the rugged surface, the vibration mode of bridge, and the interaction between vehicle and bridge on vibration of the system were discussed. Numerical results show that the influence due to these parameters is so significant that the effect of roughness of the bridge deck and the mode shape of the bridge can’t be ignored and the vehicle velocity should be kept away from the critical speed of the vehicle.

Abstract: By applying the sinusoidal wave mode to simulate the rugged surface of bridge deck,accounting for vehicle-bridge interaction and using Euler-Bernoulli beam theory, a coupling vibration model of vehicle-bridge system was developed. The model was solved by mode analyzing method and Runge-Kutta method, and the dynamic response and the resonance curve of the bridge were obtained. It is found that there are two resonance regions, one represents the main resonance while the other the minor resonance, in the resonance curve. The influence due to the rugged surface, the vibration mode of bridge, and the interaction between vehicle and bridge on vibration of the system were discussed. Numerical results show that the influence due to these parameters is so significant that the effect of roughness of the bridge deck and the mode shape of the bridge can’t be ignored and the vehicle velocity should be kept away from the critical speed of the vehicle.

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