摘要
对正线列车高速通过进站人行天桥时,人行天桥在列车风荷载作用下的振动响应进行了研究。根据时均化的Reyholds平均Navier-Stokes方程进行湍流数值模拟,并选取RNGk-ε湍流模型完成N-S方程的闭合,采用计算流体动力学分析软件Fluent完成高速列车过站时的三维紊态外流场的模拟,从而得到列车高速通过人行天桥时,作用在天桥表面上的风荷载时程曲线。最后通过有限元分析软件Ansys将已模拟的列车风荷载作用在人行天桥的表面,得到人行天桥的振动响应。结果表明,当列车高速通过进站人行天桥时,列车风对人行天桥的舒适度影响较大。
Vibration responses of footbridge induced by wind pressure generated by main line train were lnvestigated. Firstly, turbulent numerical simulation was carried on according to time-filtered Reynolds averaged Navier-Stokes equations, meanwhile the RNG k-ε turbulent model was selected to close N-S equations. Then, three-dimensional incompressible lmsteady flow computational fluid dynamics model was established by computational fluid dynamic software Fluent After that, time histories of wind pressure on the surface of footbridge were obtained when high-speed train passed through the station. Finally, the wind pressure was applied on the footbridge by finite element analysis software Ansys, thus vibration response of footbridge was obtained. Simulating results show that wind pressure caused by train has an obvious effect on the comfort of footbridge when high-speed train passes through the station.
出处
《武汉理工大学学报》
CAS
CSCD
北大核心
2014年第6期79-83,共5页
Journal of Wuhan University of Technology
基金
国家自然科学基金(51108363)
关键词
风荷载
人行天桥
正线列车
计算流体动力学
湍流模型
wind load
footbridge
main line train
computational fluid dynamic
turbulent model
