Research on numerical simulation of transient pressure for the high-speed train passing through the most unfavorable length tunnel

IF 2.7 4区 工程技术 Q2 TRANSPORTATION SCIENCE & TECHNOLOGY Transportation Safety and Environment Pub Date : 2022-12-21 DOI:10.1093/tse/tdac059
Zhao Liu, Feng Liu, S. Yao, Da-wei Chen, Ming-zhi Yang
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Abstract

The length of the high-speed railway tunnel is an important factor affecting the transient pressure. When the tunnel length is the most unfavorable, the transient pressure changes in the tunnel and on the surface of the train are the most severe, which may affect the safe operation of the train or damage the structure in the tunnel. Based on the three-dimensional, compressible, unsteady N-S equation and finite volume method, this paper uses the CFD numerical simulation method to study the change and amplitude distribution of the transient pressure on the train surface and the tunnel when the high-speed train passes through the most unfavorable length tunnel. And a fast calculation method is proposed to save the cost of calculation, it has a great applicability of pressure amplitude. The results show that the pressure distribution in the tunnel and on the surface of the train is affected by the train speed, the length of the train and the position of the measuring point. The minimum negative peak value in the tunnel appears at the position where the superposition phenomenon is most severe, and the position will change with the speed of the train. There are two negative peak waveforms of the train surface pressure, and the first waveform is greatly affected by the train speed. It improves a reference for studying the strength requirement of the most unfavorable length tunnels and trains and ensures the safe operation of trains in tunnels of different lengths.
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高速列车通过最不利长度隧道瞬态压力数值模拟研究
高速铁路隧道长度是影响隧道瞬态压力的重要因素。当隧道长度最不利时,隧道内和列车表面的瞬态压力变化最为严重,可能影响列车的安全运行或损坏隧道内的结构。本文基于三维可压缩非定常N-S方程和有限体积法,采用CFD数值模拟方法研究了高速列车通过最不利长度隧道时,列车表面和隧道上瞬态压力的变化及幅值分布。并提出了一种快速的计算方法,节省了计算成本,对压力幅值有很大的适用性。结果表明,隧道内和列车表面的压力分布受列车速度、列车长度和测点位置的影响。隧道内最小负峰值出现在叠加现象最严重的位置,且该位置会随着列车速度的变化而变化。列车表面压力存在两个负峰值波形,第一个波形受列车速度影响较大。为研究最不利长度隧道和列车的强度要求提供了参考,保证了不同长度隧道中列车的安全运行。
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来源期刊
Transportation Safety and Environment
Transportation Safety and Environment TRANSPORTATION SCIENCE & TECHNOLOGY-
CiteScore
3.90
自引率
13.60%
发文量
32
审稿时长
10 weeks
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