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横风作用下列车在高架桥上运行的气动特性分析
引用本文:田海良. 横风作用下列车在高架桥上运行的气动特性分析[J]. 科学技术与工程, 2012, 12(1): 81-84
作者姓名:田海良
作者单位:北京航空航天大学航空科学与工程学院,国家计算流体力学实验室,流体力学教育部重点实验室,北京100191
摘    要:使用计算流体力学方法研究横风条件下列车在高架桥上运行的气动特性和倾覆的危险性。基于三维N-S方程,采用滑移网格技术对列车运行进行数值模拟,并与在地面上运行作对比数值模拟计算。研究结果表明列车在高架桥上运行所受到的气动力随着侧风强度的增加而剧烈增加,随着车速的增加而缓慢增加;和地面路况运行相比,列车在计算模型中的高架桥上运行并未增大倾覆危险性。

关 键 词:数值模拟 横风 高速列车 倾覆力矩
收稿时间:2011-10-23
修稿时间:2011-10-29

Aerodynamic characteristics of high-speed trains on bridge under the cross-wind
tianhailiang. Aerodynamic characteristics of high-speed trains on bridge under the cross-wind[J]. Science Technology and Engineering, 2012, 12(1): 81-84
Authors:tianhailiang
Affiliation:(School of Aerospace Science and Engineering,Beijing University of Aeronautics and Astronerutics,Key Lab.China Computer Fluied Mechanics,Key Lab.Liguild Mechanics of Education Department,Beijing 100191,P.R.China)
Abstract:Aerodynamic characteristics and the risk of overturning of high-speed train on bridge under the cross wind were studied using computational fluid dynamics method. To simulate numerically the train traveling on bridge, the three-dimensional Navier-Stokes equations were solved using sliding mesh technique, the simulation results were compared with the results of movement on the ground. Aerodynamics taken place on the bridge increase greatly as the cross-wind increase, while growing slow as the speed of train increase. The overturning risk of the movement on the bridge of the calculation model is not higher than the operation on the ground.
Keywords:numerical simulation   cross-wind   high-speed train   overturning
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