Vehicle Dynamics and Train-Induced Ground Vibration—Theoretical Analyses and Simultaneous Vehicle, Track, and Soil Measurements

L. Auersch
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引用次数: 1

Abstract

Ground vibrations near railway lines are generated by the forces that are acting between wheel and rail. It seems to be a straight forward assumption that the vehicle dynamics are important for the level and the frequencies of the excitation forces. Different vehicle dynamics phenomena are analysed for their role in the excitation of ground vibrations: rigid body modes of the bogies, elastic (bending) modes of the car body, and elastic modes of the wheelset. The theoretical analyses use rigid body models, simplified elastic models, and detailed elastic models. Some of these problems are vehicle–track interaction problems where 3D finite-element boundary-element models have been used for the track and soil. It is shown that the rigid or flexible vehicle modes are well in the frequency range of ground vibrations (4 to 100 Hz). They have an influence on the excitation force but the additional forces are rather small and can be neglected in ground vibration prediction. The theoretical results are checked by experimental results of a simultaneous measurement of vehicle, track, and ground vibrations.
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车辆动力学和火车引起的地面振动——理论分析和同时进行的车辆、轨道和土壤测量
铁路附近的地面振动是由轮轨之间的作用力产生的。这似乎是一个直截了当的假设,即车辆动力学对激励力的水平和频率很重要。分析了不同的车辆动力学现象对地面振动的激励作用:转向架的刚体模式、车身的弹性(弯曲)模式和轮对的弹性模式。理论分析采用刚体模型、简化弹性模型和详细弹性模型。其中一些问题是车辆-轨道相互作用问题,其中三维有限元边界元模型已被用于轨道和土壤。结果表明,刚性或柔性车辆模式在地面振动频率范围内(4 ~ 100 Hz)表现良好。它们对激振力有影响,但附加力很小,在地面振动预测中可以忽略不计。通过同时测量车辆、轨道和地面振动的实验结果验证了理论结果。
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