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首页|期刊导航|中南大学学报(自然科学版)|不同风向角下动车组列车穿越深切峡谷桥—隧段气动响应研究

不同风向角下动车组列车穿越深切峡谷桥—隧段气动响应研究

闫宏凯 许澳 黄凤仪 刘堂红 张洁

中南大学学报(自然科学版)2026,Vol.57Issue(6):2443-2455,13.
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中南大学学报(自然科学版)2026,Vol.57Issue(6):2443-2455,13.DOI:10.11817/j.issn.1672-7207.2026.06.005

不同风向角下动车组列车穿越深切峡谷桥—隧段气动响应研究

Study on aerodynamic response of EMU trains crossing deep canyon bridge—tunnel sections under different wind angles

闫宏凯 1许澳 2黄凤仪 2刘堂红 2张洁2

作者信息

  • 1. 中南大学交通运输工程学院,轨道交通安全教育部重点实验室,湖南 长沙,410075||中国铁路乌鲁木齐局集团有限公司,新疆 乌鲁木齐,830011
  • 2. 中南大学交通运输工程学院,轨道交通安全教育部重点实验室,湖南 长沙,410075||中南大学重载快捷大功率电力机车全国重点实验室,湖南 长沙,410075||中南大学空气动力学铁路行业重点实验室,湖南 长沙,410075
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摘要

Abstract

The terrain of the tunnel—bridge—tunnel sections in plateau railway canyons is complex,with highly variable strong wind directions.The distribution of aerodynamic loads on trains differs remarkably,posing a direct threat to operational safety.It is thus imperative to conduct research on the influence of wind direction variations on train aerodynamic responses under large canyon terrain conditions.Based on the terrain characteristics of typical plateau railway tunnel—bridge—tunnel canyon sections,a 3D computational model of a full EMU train and employed numerical simulation methods was established to investigate the variation laws of aerodynamic forces,moments,and flow structures during the train's entire passage through the canyon section under different wind directions(30°,60°,90°,120°,150°).The study focused on analyzing the aerodynamic load characteristics of the train at three key positions,i.e.,tunnel exit,mid-span of the bridge and tunnel entrance.The coupling mechanism of canyon terrain and wind directions affecting the train's aerodynamic performance were furtherly revealed.The results demonstrate that the aerodynamic loads on the train vary significantly with wind directions,with the head car exhibiting the strongest response and the mean load reaching its maximum under the 90° wind direction.Under the 60° and 120° wind directions,affected by the flow diversion and local wind speed acceleration in the canyon,the aerodynamic forces on the train generate load peaks that are comparable to those under the 90° wind direction.The coupling effect of complex canyon terrain and incoming wind directions is identified as the primary cause of the differences in train aerodynamic responses.The research findings can provide a scientific basis for wind-resistant design,alignment optimization,and operational safety assessment of high-speed railways in complex terrain.

关键词

动车组列车/峡谷风/风向角/桥隧耦合/气动响应

Key words

EMU train/canyon wind/wind angle/bridge tunnel coupling/aerodynamic response

分类

交通工程

引用本文复制引用

闫宏凯,许澳,黄凤仪,刘堂红,张洁..不同风向角下动车组列车穿越深切峡谷桥—隧段气动响应研究[J].中南大学学报(自然科学版),2026,57(6):2443-2455,13.

基金项目

湖南省科技创新计划项目(2024JK2045) (2024JK2045)

国家自然科学基金资助项目(52472373,U24B20123) (52472373,U24B20123)

中南大学高性能计算中心资助课题(2025)(Project(2024JK2045)supported by the Science and Technology Innovation Plan of Hunan Province (2025)

Projects(52472373,U24B20123)supported by the National Natural Science Foundation of China (52472373,U24B20123)

Project(2025)supported by the High Performance Computing Center of Central South University) (2025)

中南大学学报(自然科学版)

1672-7207

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