简支梁桥对不同车速和荷载的动力响应

Tang Hong-xia, Li Jian-nan, L. Lue, Wang Jing-jing
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引用次数: 0

摘要

采用模态分解法求解车桥耦合方程,分析了不同车辆荷载和车速下简支梁桥的动力响应。采用半车模型作为车辆,欧拉-伯努利梁作为简支梁桥。利用ANSYS软件,得到了简支梁桥跨挠度曲线。结果表明:车辆荷载的增加使桥梁跨挠度增大,在标准车辆荷载和100%车辆过载情况下,梁的跨挠度分别为0.028 m和0.049 m;随着车速的增加,简支梁桥跨挠度在车速为60 km/h时达到峰值,引起车桥共振。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Simply-Supported Beam Bridge’s Dynamic Response to the Different Vehicle Speed and Loaded
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.
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