期刊文献+

侧向风作用下车-桥系统的气动特性——基于风洞试验的参数研究 被引量:21

Aerodynamic Characteristics of Vehicle-Bridge System under Cross Wind:Parameter Studies Based on Wind Tunnel Test
在线阅读 下载PDF
导出
摘要 为考虑侧向风作用下车辆运动对车-桥系统气动特性的影响,基于研制的移动车辆模型风洞试验系统,针对轨道交通车辆和公路交通车辆,分别采用三车模型和单车模型,测试了不同工况下车辆、桥梁的气动力系数,讨论了车速、风向角、车辆在桥上所处轨道位置以及车辆类型等因素对车辆和桥梁气动特性的影响.研究表明,随着车速的增大和合成风向角的减小,车辆阻力系数和升力系数存在增大的趋势,车速对单车模型气动力系数的影响更显著;车辆在桥上所处轨道位置不同对车辆、桥梁气动力系数的影响均较大,桥梁气动力系数对车速和合成风向角不敏感. In order to investigate the effects of vehicle motion on the aerodynamic characteristics of a vehicle-bridge system,a three-vehicle model and a single-vehicle model respectively for full-scale rail transit vehicles and road transit vehicles were designed to measure the aerodynamic forces acting on the vehicles and bridge deck under different testing cases by a self-developed wind tunnel test system with a moving vehicle model.The effects of vehicle speed,yaw angle,rail position of vehicle on bridge deck and vehicle type on the aerodynamic characteristics of vehicles and bridge deck were researched.The results show that vehicle drag and lift coefficients tend to increase with the increase of vehicle speed and the decrease of resultant yaw angle,and vehicle speed has a significant effect on the aerodynamic forces in the single-vehicle model.The effect of rail position on vehicle and bridge aerodynamic coefficients is notable,and bridge aerodynamic coefficients are insensitive to vehicle speed and resultant yaw angle.
作者 李永乐 胡朋 张明金 徐幼麟 LI Yonge;HU Peng;ZHANG Mingjin;XU Youin(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;Hubei Communications Planning and Design Institute,Wuhan 430051,China;Department of Civil and Structural Engineering,The Hong Kong Polytechnic University,Hong Kong 999077,China)
出处 《西南交通大学学报》 EI CSCD 北大核心 2012年第2期210-217,共8页 Journal of Southwest Jiaotong University
基金 国家自然科学基金资助项目(50508036) 教育部新世纪优秀人才支持计划资助项目(NCET-06-0802) 四川省杰出青年学科带头人计划资助项目(2009-15-406)
关键词 风-车-桥系统 风洞试验 车辆运动 侧向风 气动力系数 wind-vehicle-bridge system wind tunnel test vehicle motion cross wind aerodynamic coefficient
  • 相关文献

参考文献15

二级参考文献60

  • 1严国敏.试谈“部分斜拉桥”——日本屋代南桥、屋代北桥、小田原港桥[J].国外桥梁,1996(1):47-50. 被引量:71
  • 2黄林,廖海黎.横向风作用下高速铁路车桥系统绕流特性分析[J].西南交通大学学报,2005,40(5):585-590. 被引量:17
  • 3黄志渊,陈燊.桥面风环境的数值风洞研究[J].福州大学学报(自然科学版),2007,35(1):95-99. 被引量:9
  • 4周述华.大跨度悬索桥空间非线性抖振响应仿真分析:博士学位论文[M].成都:西南交通大学,1993..
  • 5埃米尔 刘尚培 等.风对结构的作用--风工程导论[M].上海:同济大学出版社,1992..
  • 6埃米尔 希缪 刘尚培等(译).风对结构的作用--风工程导论[M].上海:同济大学出版社,1992.229.
  • 7CHEN S R, CAI C S. Accident assessment of vehicles on long-span bridges in windy environments [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 2004, 92(12) : 991-1024.
  • 8SIGBJORNSSON R, SNNBJORNSSON J T. Probabilistic assessment of wind related accidents of road vehicles: a reliability approach [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 1998, 74/76(1/3) : 1079-1090.
  • 9李岩,陈少峰,陈彦江.强风下车辆通过大跨度桥梁的安全性分析[C]//第17届全国结构工程学术会议论文集:第Ⅱ册.北京:人民交通出版社,2008:439-444.
  • 10陈晓东.大跨桥梁侧风行车安全分析[D].上海:同济大学土木工程学院,2007.

共引文献113

同被引文献218

引证文献21

二级引证文献139

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部