Aerodynamic characteristics of intercity train running on bridge under wind and rain environment

被引:9
|
作者
Zeng, Guang-Zhi [1 ,2 ,3 ]
Li, Zhi-Wei [1 ]
Huang, Sha [1 ]
Chen, Zheng-Wei [2 ,3 ]
机构
[1] Wuyi Univ, Sch Rail Transportat, Jiangmen 529020, Guangdong, Peoples R China
[2] Natl Rail Transit Electrificat & Automat Engn T, Hong Kong Branch, Hung Hom, Kowloon, Hong Kong, Peoples R China
[3] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
Wind and rain environment; Intercity train; Bridge; Aerodynamic characteristic; HIGH-SPEED TRAINS; CRUSHED-ROCK EMBANKMENT; DIFFERENT NOSE LENGTHS; DRIVEN RAIN; NUMERICAL-SIMULATION; PERFORMANCE; STABILITY; VEHICLES; LOADS;
D O I
10.1016/j.aej.2022.10.058
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Severe weather, especially strong rain-loaded wind, appears in coastal areas frequently. The strong wind driving raindrops worsens the wind effect and aggravates its impact on the intercity railway bridge and running trains. Based on the Euler multiphase model, for evaluating the effect of raindrops in wind and rain environment on running trains, a numerical simulation approach was adopted in this study, and the influence of the crosswind speed and rainfall with varying characteristic parameters on the aerodynamic performances of intercity trains was analysed. The results showed that the airflow around the train drove some raindrops to show a parabolic projectile feature, and the projectile distance increased as the crosswind speed increased, but the projectile distance showed no noticeable change with the rise in the rainfall, because the impact of the crosswind played a dominant role, while the raindrops provided additional effects in the wind and rain environment. Furthermore, in the wind and rain environment, as the crosswind speed increased and compared to that of the 10 m/s conditions, an increase of 354.37 %, 369.60 % and 355.07 % in CS, CL and CM of the whole train was shown in 30 m/s wind speed conditions, respectively, while, as the rainfall increased to 100 mm/h compared to that of the 20 mm/h, an increase of 6.41 % and 6.25 % in CS and CM of the whole train, as well as a decrease of 0.71 % in CL of the whole train was shown, respectively.(c) 2022 THE AUTHORS. Published by Elsevier BV on behalf of Faculty of Engineering, Alexandria University. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/ licenses/by-nc-nd/4.0/).
引用
收藏
页码:873 / 889
页数:17
相关论文
共 50 条
  • [21] Wind Tunnel Test of Aerodynamic Force Characteristics on Train-bridge System in the Presence of Turbulence
    Zuo T.-H.
    He X.-H.
    Zou Y.-F.
    Zhou J.
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2019, 32 (10): : 178 - 190
  • [22] Study on aerodynamic characteristics of a two-dimensional high-speed train/bridge model under a turbulent wind profile
    Zhang, Jie
    Yu, Yue
    Zhang, Liang
    Wang, Fan
    Xu, Ao
    Wang, Jiabin
    Journal of Railway Science and Engineering, 2024, 21 (08) : 3026 - 3037
  • [23] An experimental analysis of the aerodynamic characteristics of a high-speed train on a bridge under crosswinds
    Wang, Ming
    Li, Xiao-Zhen
    Xiao, Jun
    Zou, Qi-Yang
    Sha, Hai-Qing
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2018, 177 : 92 - 100
  • [24] Dynamic Response of Suspension Bridge to High Wind and Running Train
    Xu, Y. L.
    Xia, H.
    Yan, Q. S.
    JOURNAL OF BRIDGE ENGINEERING, 2003, 8 (01) : 46 - 55
  • [25] A numerical study of the aerodynamic characteristics of a high-speed train under the effect of crosswind and rain
    Li H.
    Yu M.
    Zhang Q.
    Wen H.
    Yu, Mengge (yumengge0627@163.com), 2020, Tech Science Press (16): : 77 - 90
  • [26] A Numerical Study of the Aerodynamic Characteristics of a High-Speed Train under the Effect of Crosswind and Rain
    Li, Haiqing
    Yu, Mengge
    Zhang, Qian
    Wen, Heng
    FDMP-FLUID DYNAMICS & MATERIALS PROCESSING, 2020, 16 (01): : 77 - 90
  • [27] Dynamic response of a long span suspension bridge and running safety of a train under wind action
    Guo W.
    Xia H.
    Xu Y.-L.
    Frontiers of Architecture and Civil Engineering in China, 2007, 1 (1): : 71 - 79
  • [28] Analysis on running safety of train on bridge with wind barriers subjected to cross wind
    Zhang, T.
    Xia, H.
    Guo, W. W.
    WIND AND STRUCTURES, 2013, 17 (02) : 203 - 225
  • [29] Characteristics of the Train Wind and Analysis of Personnel Safety in Intercity Railway Station
    Shi, Chenghua
    Liu, Qiang
    Peng, Limin
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 1770 - +
  • [30] Dynamic Interaction Analysis and Running Safety Assessment of the Wind-Train-Bridge System Considering the Moving Train's Aerodynamic Coupling with Crosswind
    Yao, Zhiyong
    Zhang, Nan
    Zhu, Miaochang
    Li, Xiaoda
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2023, 23 (15)