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Aerodynamic performances and vehicle dynamic response of high-speed trains passing each other

机译:相互经过的高速列车的空气动力学性能和车辆动力响应

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Based on the aerodynamics and vehicle dynamics, the aerodynamic performances and vehicle dynamic characteristics of two high-speed trains passing each other on the ground, embankment and bridge are studied. Firstly, a train aerodynamic model and a vehicle dynamic model are established. Through the simulation of the two models, the pressure waves, aerodynamic forces, and vehicle dynamic responses are obtained. Then, the pressure waves and aerodynamic forces on different foundations are compared. The results show that the variation trends of pressure wave and aerodynamic forces of trains passing each other on different foundations are almost similar. The peak-to-peak differences in pressure wave and aerodynamic force are below 4% and 3% in three cases in open air. Besides, the differences of security indexes, including coefficient of derailment, wheel unloading rate, the wheelset lateral force, and the wheel-rail vertical force, are below 2% among the three cases; the differences of comfort indexes, including the lateral acceleration and the vertical acceleration, are also below 2%. It is concluded that the dynamic performances of trains passing each other are influenced little by different foundations in open air.
机译:基于空气动力学和车辆动力学,研究了两辆在地面,路堤和桥梁上相交的高速列车的空气动力学性能和车辆动力学特性。首先,建立了火车空气动力学模型和车辆动力学模型。通过对两个模型的仿真,可以获得压力波,空气动力和车辆动力响应。然后,比较不同基础上的压力波和空气动力。结果表明,在不同地基上相继通过的列车的压力波和空气动力的变化趋势几乎相似。在露天的三种情况下,压力波和空气动力的峰峰值分别低于4%和3%。三种情况下,脱轨系数,车轮卸载率,轮对横向力,轮轨垂直力等安全指标的差异均小于2%。舒适指数的差异(包括横向加速度和垂直加速度)也都低于2%。得出的结论是,露天的不同基础对列车相互通过的动力性能影响很小。

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