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CROSSWIND STABILITY OF A HIGH-SPEED TRAIN ON A BRIDGE

机译:桥梁上高速列车的横风稳定性

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This work presents aerodynamic results of crosswind stability obtained numerically for high-speed train with 350km/h which is on top of a 14m high bridge. Variations of the incidence flow velocity from 15m/s to 25m/s with respect to the direction of the forward train motion resulted in the development of distinctively different flow patterns. To compute numerically the different flow structures, the threedimensional Reynolds-averaged Navier-Stokes equations, combined with the k-ω turbulence model, were solved on a multi-block structured grid using a finite volume technique. The pressure-velocity fields were coupled using the simple algorithm. Results of numerical investigations of high Reynolds number flows past a real train geometry under different wind velocity conditions are summarised. The body of the train includes most important details including bogies, inter-car gaps, pantograph and rotating wheels on the rail. The results of computation show that aerodynamic forces and moments augment remarkably as the wind velocity increases. The state which can cause a derailment or overturning occurred on wind velocity equaling to 25m/s and the leading car most likely to capsize. The analysis results provide the helpful reference to catch the flow field characteristics under the effect of the different crosswind velocity intensity, and the numerical simulation study of the flow field around the train under the crosswind effects can be based on these results.
机译:这项工作展示了以350 km / h的速度在14m高桥上的高速列车通过数值获得的侧风稳定性的空气动力学结果。相对于前进列车运动的方向,入射流速从15m / s到25m / s的变化导致形成截然不同的流型。为了对不同的流动结构进行数值计算,使用有限体积技术在三维多块结构网格上求解了三维雷诺平均Navier-Stokes方程,并结合了k-ω湍流模型。使用简单算法将压力-速度场耦合。总结了在不同风速条件下经过实际火车几何形状的高雷诺数流的数值研究结果。火车的车身包括最重要的细节,包括转向架,车厢间隙,受电弓和轨道上的旋转车轮。计算结果表明,随着风速的增加,空气动力和力矩显着增加。当风速等于25m / s时,会导致脱轨或倾覆的状态,导致领先的汽车倾覆。分析结果为了解不同侧风速度强度作用下的流场特性提供了有益的参考,可以基于这些结果对列车周围流场的数值模拟研究。

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