Influence of Pier Settlement on Dynamic Performance of High-Speed Maglev Train

X. Hong, Jun Wu, Yunzhou Zhang, Yongxiang He
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Abstract

The pier settlement leads to the irregularity of highspeed maglev track, which affects the safety and stability of train operation. It is very important to set the safety threshold of pier settlement reasonably and accurately. In this paper, the dynamic model of high-speed maglev train/track interaction system is established. The total response of track beam is divided into static response caused by pier settlement and dynamic response caused by vibration of elastically beam, so a track beam model composed of dynamic displacement model and static displacement model is established. The dynamic performance of the train/track coupling system is evaluated under the conditions of different settlement values and number of settlement piers, and the safety threshold of pier settlement is analyzed from the perspective of passenger comfort and running stability of the train. The results show that the safety threshold of pier settlement is about 16mm for the maglev train with a speed of 400km/h.
桥墩沉降对高速磁悬浮列车动力性能的影响
桥墩沉降导致高速磁悬浮轨道不平整,影响列车运行的安全稳定。合理、准确地设置桥墩沉降安全阈值具有十分重要的意义。本文建立了高速磁悬浮列车/轨道相互作用系统的动力学模型。将轨道梁的总响应分为墩台沉降引起的静力响应和弹性梁振动引起的动力响应,建立了由动位移模型和静位移模型组成的轨道梁模型。评价了列车/轨道耦合系统在不同沉降值和沉降墩数条件下的动力性能,并从乘客舒适性和列车运行稳定性的角度分析了墩沉降的安全阈值。结果表明:对于速度为400km/h的磁悬浮列车,桥墩沉降的安全阈值约为16mm;
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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