The coupled vibration of train and bridge as high-speed trains meet in crosswind

W. Guo, Xin Hong, C. Chen
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Abstract

PurposeThis paper aims to study the influence of aerodynamics force of trains passing each other on the dynamic response of vehicle bridge coupling system based on numerical simulation and multi-body dynamics and put forward the speed threshold for safe running of train under different crosswind speeds.Design/methodology/approachThe computational fluid dynamics method is adopted to simulate the aerodynamic force in the whole process of train passing each other by using dynamic grid technology. The dynamic model of vehicle-bridge coupling system is established considering the effects of aerodynamic force of train passing each other under crosswind, the dynamic response of train intersection on the bridge under crosswind is computed and the running safety of the train is evaluated.FindingsThe aerodynamic force of trains' intersection has little effects on the derailment factor, lateral wheel-rail force and vertical acceleration of train, but it increases the offload factor of train and significantly increases the lateral acceleration of train. The crosswind has a significant effect on increasing the derailment factor, lateral wheel-rail force and offload factor of train. The offload factor of train is the key factor to control the threshold of train speed. The impact of the aerodynamic force of trains' intersection on running safety cannot be ignored. When the extreme values of crosswind wind speed are 15 m·s−1, 20 m·s−1 and 25 m·s−1, respectively, the corresponding speed thresholds for safe running of train are 350 km·h−1, 275 km·h−1 and 200 km·h−1, respectively.Originality/valueThe research can provide a more precise numerical method to study the running safety of high-speed trains under the aerodynamic effect of trains passing each other on bridge in crosswind.
高速列车在侧风作用下列车与桥梁的耦合振动
目的基于数值模拟和多体动力学研究列车互行空气动力对车桥耦合系统动力响应的影响,提出不同侧风风速下列车安全运行的速度阈值。设计方法:采用计算流体力学方法,利用动态网格技术对列车互行过程中的气动力进行模拟。建立了考虑列车在侧风作用下互行气动力影响的车桥耦合系统动力学模型,计算了列车交叉口在侧风作用下对桥梁的动力响应,并对列车运行安全性进行了评价。结果列车交会气动力对列车脱轨系数、横向轮轨力和垂直加速度的影响不大,但增加了列车的卸载系数,显著增加了列车的横向加速度。侧风对列车的脱轨系数、轮轨横向力和卸载系数有显著的增加作用。列车卸载系数是控制列车速度阈值的关键因素。列车交叉口气动力对行车安全的影响不容忽视。当侧风风速极值分别为15 m·s−1、20 m·s−1和25 m·s−1时,对应的列车安全运行速度阈值分别为350 km·h−1、275 km·h−1和200 km·h−1。该研究为研究列车在侧风作用下在桥上互行时的气动效应下高速列车的运行安全性提供了一种更为精确的数值方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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