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The Dynamics of High-Speed Railway Bridges: A Review of Design Issues and New Research for Lateral Dynamics

机译:高速铁路桥梁的动力学:设计问题综述和横向动力学的新研究

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摘要

The dynamic effects of high-speed trains on viaducts are important issues for the design of the structures, as well as for the consideration of safe running conditions for the trains. In this work we start by reviewing the relevance of some basic design aspects. The significance of impact factor envelopes for moving loads is considered first. Resonance which may be achieved for high-speed trains requires dynamic analysis, for which some key aspects are discussed. The relevance of performing a longitudinal distribution of axle loads, the number of modes taken in analysis, and the consideration of vehicle-structure interaction are discussed with representative examples. \udThe lateral dynamic effects of running trains on bridges is of importance for laterally compliant viaducts, such as some very tall structures erected in new high-speed lines. The relevance of this study is mainly for the safety of the traffic, considering both internal actions such as the hunting motion as well as external actions such as wind or earthquakes [1]. These studies require three-dimensional dynamic coupled vehicle-bridge models, and consideration of wheel to rail contact, a phenomenon which is complex and costly to model in detail. We describe here a fully nonlinear coupled model, described in absolute coordinates and incorporated into a commercial finite element framework [2]. The wheel-rail contact has been considered using a FastSim algorithm which provides a compromise between accuracy and computational cost, and captures the main nonlinear response of the contact interface. Two applications are presented, firstly to a vehicle subject to a strong wind gust traversing a bridge, showing the relevance of the nonlinear wheel-rail contact model as well as the dynamic interaction between bridge and vehicle. The second application is to a real HS viaduct with a long continuous deck and tall piers and high lateral compliance [3]. The results show the safety of the traffic as well as the importance of considering features such as track alignment irregularities.
机译:高速列车对高架桥的动态影响是结构设计以及考虑列车安全运行条件的重要问题。在这项工作中,我们首先回顾一些基本设计方面的相关性。首先要考虑影响因素包络对于移动负载的重要性。高速列车可能会产生共振,需要进行动态分析,并讨论一些关键方面。通过代表性的例子讨论了执行轴向载荷的纵向分布的相关性,分析中采用的模式数以及对车辆与结构相互作用的考虑。 \ ud列车在桥梁上的侧向动力效应对于侧向顺应的高架桥非常重要,例如在新的高速线路中竖立的一些非常高的结构。这项研究的相关性主要针对交通安全,同时考虑了内部动作(例如狩猎运动)以及外部动作(例如风或地震)[1]。这些研究需要三维动态耦合的车桥模型,并考虑轮对轨接触,这种现象复杂且详细建模成本很高。我们在这里描述了一个完全非线性的耦合模型,用绝对坐标描述并结合到商业有限元框架中[2]。轮轨接触已经考虑使用FastSim算法,该算法在精度和计算成本之间取得折中,并捕获接触界面的主要非线性响应。提出了两个应用程序,首先是在强风吹过桥梁的车辆上,展示了非线性轮轨接触模型的相关性以及桥梁与车辆之间的动态相互作用。第二个应用是具有连续的甲板,高墩和高横向柔度的真实HS高架桥[3]。结果显示了交通的安全性以及考虑诸如路线对齐不规则之类特征的重要性。

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