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FLOW STRUCTURE AND AERODYNAMIC LOADS OF HIGH-SPEED TRAIN RUNNING ON BRIDGES UNDER CROSSWIND

机译:横风下桥梁上高速列车的流动结构和气动载荷

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摘要

Based on the 3D, steady and incompressible N-S equation, combined with the κ-ε turbulence model, the train traveling on the bridges under crosswind is simulated numerically, using the finite volume technique,. The velocity of the simulated train is up to 400km/h. Flow structure around trains under crosswind was analyzed. The relationships between train-velocity, wind-velocity and aerodynamic loads were obtained, when the train running on the single and double track bridges. The roll moment coefficient(Croll) increase with the reduce of train-velocity. But Croll increase with the increase of wind-velocity. Croll at the windward side on a double track bridge is larger than that at the leeward side.And Croll for the lead car is most among that of all cars.
机译:基于3D稳定且不可压缩的N-S方程,结合κ-ε湍流模型,使用有限体积技术对在侧风下桥梁上行驶的列车进行了数值模拟。模拟火车的速度高达400 km / h。分析了侧风作用下列车周围的流动结构。当列车在单轨和双轨桥上行驶时,获得了列车速度,风速和空气动力载荷之间的关系。横摆力矩系数(Croll)随着列车速度的降低而增加。但是随着风速的增加,克罗尔也随之增加。双轨桥的迎风面侧的风量比背风侧的侧风量大。

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