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首页> 外文期刊>International journal of structural stability and dynamics >A Multi-Point Tire Model for Studying Bridge-Vehicle Coupled Vibration
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A Multi-Point Tire Model for Studying Bridge-Vehicle Coupled Vibration

机译:用于研究桥-车耦合振动的多点轮胎模型

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摘要

The contact between a vehicle tire and the road surface has been usually assumed as a single-point contact in the numerical simulation of vehicle-bridge interacted vibrations. In reality, the tire contacts the road surface through a patch instead of a single point. According to some recent studies, the single-point tire model may overestimate the dynamic amplification of bridge responses due to vehicle loadings. A new tire model, namely, the multi-point tire model, is therefore proposed in this paper with the purpose of improving the accuracy of numerical simulation results over the single-point model, while maintaining a certain level of simplicity for applications. A series of numerical simulations are carried out to compare the effect of the proposed tire model with those of the existing single-point model and disk model on the bridge dynamic responses. The proposed tire model is also verified against the field test results. The results show that the proposed multi-point tire model can predict the bridge dynamic responses with better accuracy than the single-point model, especially under distressed bridge deck conditions, and is computationally more efficient and simpler for application than the disk model.
机译:在车桥相互作用的振动的数值模拟中,通常假定车辆轮胎与路面之间的接触为单点接触。实际上,轮胎通过贴片而不是单个点接触路面。根据最近的一些研究,单点轮胎模型可能会高估由于车辆负载而引起的桥梁响应的动态放大。因此,本文提出了一种新的轮胎模型,即多点轮胎模型,目的是在单点模型上提高数值模拟结果的准确性,同时保持一定程度的应用简化性。进行了一系列数值模拟,以比较建议的轮胎模型与现有的单点模型和圆盘模型对桥梁动力响应的影响。还针对现场测试结果验证了建议的轮胎模型。结果表明,所提出的多点轮胎模型能够比单点模型更好地预测桥梁动力响应,特别是在遇险的桥面条件下,并且比盘模型在计算上更有效,更简单。

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