透過您的圖書館登入
IP:18.221.53.209
  • 期刊

Dynamic Analysis of Vehicle-Bridge Coupling System Based on Bond Graph Method

摘要


Taking the main beam of the bridge as the research object, the bond graph model of the vehicle-bridge coupling system is established by the bonding graph method, and the system state equation is derived. The state space method is used to solve the problem. The variation law of the frequency of each phase of the coupled system with the relative position of the vehicle on the bridge and the variation of the fundamental frequency of the system with the vehicle speed and acceleration are studied. Research indicates: The bond graph method can quickly establish a mathematical model and can provide a good solution for complex system modeling; The frequency of each phase of the coupled system is not only related to the position of the trolley on the beam, but also related to the quality of the trolley. Under the condition that the beam is constant, the larger the mass of the trolley, the smaller the coupling frequency; The greater the initial velocity of the car, the greater the mid-span displacement of the beam, and the greater the acceleration of the car during the acceleration process, the greater the mid-span displacement of the beam.

參考文獻


Fryba L.Vibration of solids and structures under moving load[M]. Noordhoff International Publishing,Groningen,TheNetherlands,1995.
Wang Hualin. Time-varying dynamics analysis of vehicle-bridge coupling system [D], Shanghai: Tongji University, 2004.
PENG Xian,LIU Zijian,HONG Jiawang.Vibration Analysis of Coupling System of Uniform Shift Moving Mass and Simply Supported Beam[J].Engineering Mechanics,2006(06):25-29.
Zhao Xiaohua, Zhang Xiedong, Chen Zhan, et al. Numerical Analysis of Dynamic Characteristics of Simply Supported Box Girder under Moving Vehicle Load[J]. Journal of Wuhan University of Technology(Transmission Science and Engineering), 2011, 35(2): 349-352 .
Chen Shangyou, Xia He, Zhan Jiawang, et al. Dynamic Response Analysis of Simply Supported Beams under Variable Speed Moving Loads[J]. China Railway Science, 2007, 28(6): 41-46.

延伸閱讀