journal6 ›› 2013, Vol. 34 ›› Issue (2): 87-90.DOI: 10.3969/j.issn.1007-2985.2013.02.019

• 机械与工程 • 上一篇    下一篇

基于不同载重与车速的简支梁桥动力响应

  

  1. (湘潭大学土木工程与力学学院,湖南 湘潭 411105)
  • 出版日期:2013-03-25 发布日期:2013-04-23
  • 通讯作者: 李建男 (1985-),女,河北邯郸人,湘潭大学土木工程与力学学院硕士生;主要从事桥梁监测及损伤识别研究.
  • 作者简介:谭红霞 (1969-),女,湖南湘潭人,湘潭大学土木工程与力学学院副教授,博士,主要从事大跨度桥梁理论研究

Simply-Supported Beam Bridge’s Dynamic Response to the Different Vehicle Speed and Loaded

  1. (College of Civil Engineering and Mechanics,Xiangtan University,Xiangtan 411105,Hunan China)
  • Online:2013-03-25 Published:2013-04-23

摘要:采用振型分解法求解车桥耦合振动方程,分析简支梁桥在不同载重和车速作用下的动力响应.车辆采用1/2车模型,简支梁桥采用欧拉梁,建立车桥耦合振动方程,运用Ansys软件,得出简支梁桥跨中挠度变化曲线.结果表明,车辆载重的增加导致桥梁跨中挠度增加,车辆标准载重及车辆超载100%时跨中挠度分别为0.028,0.049 m.随着车辆速度增加,简支梁桥跨中挠度在车速60 km/h时达到峰值,此时桥梁与车辆产生共振.

关键词: 动力响应, 车桥耦合方程, 半车模型, 载重与速度

Abstract: Using modal decomposition method for solving vehicle-bridge coupling equation to analyze the dynamic response of the simply-supported beam bridge to different vehicle load and speed.The half car model was used  as vehicle,and  Euler-Bernoulli beam was used as the simply-supported beam bridge.Using the ANSYS software,the simply-supported beam bridge span deflection curve was obtained.The results show that vehicle load increase  made the bridge span deflection increase;the beam’s span deflections were 0.028 m and 0.049 m respectively  in the  standard vehicle load and 100% vehicle overload.As the vehicle speed increased,the simply-supported beam bridge span deflection reached at its peak value at the vehicle speed of 60 km/h and vehicle-bridge resonance was resulted in.

Key words: dynamic response, vehicle-bridge coupling equation, half car model, load and speed

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