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Wind tunnel test on aerodynamic load of express freight train on bridge under crosswind

机译:风隧道试验在快速货车的空气动力大多数在桥梁下的桥梁

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With the increase of the speed of express freight train, the risk of derailment and overturning under crosswind increases. In this paper, the aerodynamic loads of express freight train on simply supported girder bridge and steel truss bridge are studied through wind tunnel test. The results show that the absolute values of transverse force coefficients and overturning moment coefficients of train increase with the increase of sideslip angle, while the lift coefficients increase first and then decrease with the increase of sideslip angle; on simply supported girder bridges, the aerodynamic load coefficients of the middle car are larger than those of the tail car, while on steel truss bridge, the aerodynamic load coefficients of the tail car are larger than those of the middle car.; the transverse force coefficients and overturning moment coefficients of the train on simply supported girder bridge are larger than those of the train on steel truss bridge, so the risk of overturning of the train on simply supported girder bridge is greater.
机译:随着快速货运列车的速度,横向下剥落和推翻的风险增加。本文通过风洞试验研究了简单支持的梁桥和钢桁架桥上快速货运列车的空气动力载荷。结果表明,随着侧滑角的增加,列车横向力系数的绝对值和倾覆矩系数的增加,而升力系数首先增加,然后随着侧滑角的增加而降低;在简单地支撑的梁桥上,中间车的空气动力载荷系数大于尾部汽车,而在钢桁架桥上,尾部车的空气动力载荷系数大于中间车的气动负荷系数。在简单地支撑的梁桥上的列车的横向力系数和倾覆矩系数大于钢桁架桥上的火车的瞬间系数,因此在简单地支撑的梁桥上推翻火车的风险更大。

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