首页> 外文会议>International symposium on Innovation sustainability of modern railway >FLOW STRUCTURE AND AERODYNAMIC LOADS OF HIGH-SPEED TRAIN RUNNING ON BRIDGES UNDER CROSSWIND
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FLOW STRUCTURE AND AERODYNAMIC LOADS OF HIGH-SPEED TRAIN RUNNING ON BRIDGES UNDER CROSSWIND

机译:跨越式桥梁在桥梁上运行的高速列车流动结构与空气动力学

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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,稳态和不可压缩的N-S方程,与κ-ε湍流模型相结合,使用有限体积技术在数字上模拟桥梁在桥梁下的火车。模拟列车的速度高达400km / h。分析了跨华下的列车周围的流动结构。在单个和双轨道桥上运行的火车运行时,获得了火车速度,风速和空气动力载荷之间的关系。滚动力矩系数(克罗尔)随着列车速度的降低而增加。但克罗斯随着风速的增加而增加。双轨桥上的迎风侧的克罗斯大于Leeward侧的弯曲。对于所有汽车的克罗斯来说,最重要的是。

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