Effect of wind barrier's height on train-bridge system aerodynamic characteristic of cable-stayed bridge for urban railway transportation

被引:3
|
作者
He W. [1 ]
Guo X. [1 ]
Zhu Z. [1 ]
He X. [1 ]
机构
[1] National Engineering Laboratory for High Speed Railway Construction, School of Civil Engineering, Central South University, Changsha
来源
Zhu, Zhihui (zzhh0703@163.com) | 1600年 / Central South University of Technology卷 / 48期
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
Aerodynamic characteristic; Train-bridge system; Wind barrier; Wind tunnel test;
D O I
10.11817/j.issn.1672-7207.2017.08.035
中图分类号
学科分类号
摘要
In order to consider the effects of wind barrier's height on both bridge deck and train, a method that combines wind tunnel test and numerical simulation was adopted to study the aerodynamic coefficients of bridge deck and train and the flow field around train-bridge system with wind barriers at different heights. The results show that with the increase of wind barrier's height, aerodynamic coefficient of the bridge increases obviously, and yet aerodynamic coefficient of the train decreases. On the contrary, lift coefficient of bridge and train is almost unchanged. The wind barrier's height has a more remarkable influence on the aerodynamic force on the train in windward cases than that in leeward cases. Moreover, the wind barrier's height can impact the flow field around train-bridge system. With the increase of wind barrier's height, the positive pressure zone on the windward side of the bridge deck increases obviously. Besides that, the wind pressure distribution around train depends not only on the wind barrier's height but also on the position of the train on bridge deck. © 2017, Central South University Press. All right reserved.
引用
收藏
页码:2238 / 2244
页数:6
相关论文
共 17 条
  • [1] Xiang H., Protection effect of wind barrier on high speed railway and its wind loads, pp. 21-65, (2013)
  • [2] Zhang J., Wind-tunnel test investigations and analysis on wind break performances of wind fences on railway, Journal of Railway Science and Engineering, 4, 1, pp. 13-17, (2007)
  • [3] Xiang H., Li Y., Hu Z., Effects of wind screen on wind pressure distribution above railway tracks by wind tunnel test, Journal of Experiments in Fluid Mechanics, 26, 6, pp. 19-24, (2012)
  • [4] Zhang T., Guo W., Xia H., Aerodynamic characteristics of vehicle-bridge system under crosswinds and effect of wind barriers, Journal of the China Railway Society, 35, 7, pp. 101-106, (2013)
  • [5] Ge S., Yin Y., Studying the field tests on the safety operation standards for trains running through the windy area in xinjiang, Railway Quality Control, 34, 4, pp. 9-11, (2006)
  • [6] Jiang C., Liang X., Effect of the vehicle aerody-namic performance caused by the height and position of wind-break wall, China Railway Science, 27, 2, pp. 66-70, (2006)
  • [7] Wang H., Gao Z., Wang S., Et al., A study on height of wind break wall, China Railway Science, 11, 1, pp. 14-22, (1990)
  • [8] Shoji T., Minoru S., Tatsuo M., Wind-tunnel test investigations and analysis on aerodynamic performance of train in crosswind, Japanese Railway Comprehensive Research Report, 13, 12, pp. 47-52, (1999)
  • [9] Shoji T., Minoru S., Hiroyuki S., Wind-tunnel test investigations and analysis on measures to minimize aerodynamic force of train in strong wind, Japanese Railway Comprehensive Research Report, 18, 9, pp. 17-22, (2004)
  • [10] Ostenfeld K.H., Bridge engineering and aerodynamics, aerodynamics of large bridge, Proceeding of the First International Symposium on Aerodynamics of Large Bridges, pp. 3-22, (1992)