悬吊双层扁平箱梁颤振性能风洞试验与数值模拟

洪光1,2,李加武1,王佳盈1,王峰1,王俊1,李宇1

振动与冲击 ›› 2023, Vol. 42 ›› Issue (4) : 236-246.

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振动与冲击 ›› 2023, Vol. 42 ›› Issue (4) : 236-246.
论文

悬吊双层扁平箱梁颤振性能风洞试验与数值模拟

  • 洪光1,2,李加武1,王佳盈1,王峰1,王俊1,李宇1
作者信息 +

Flutter performance of a suspended double-deck flat box girder based on a wind tunnel test and numerical simulation

  • HONG Guang1,2,LI Jiawu1,WANG Jiaying1,WANG Feng1,WANG Jun1,LI Yu1
Author information +
文章历史 +

摘要

基于风洞试验与数值模拟,对悬吊双层扁平箱梁颤振性能进行了研究。通过模态分解、断面分布压力和流场模态对悬吊双层扁平箱梁的颤振性能进行了分析。研究结果表明:对于悬吊双层扁平箱梁,下层断面在上层断面气动干扰下,其下缘大尺度旋涡的生成、迁移及脱落导致下层断面发生软颤振;由于双层断面之间的结构静力耦合,在下层断面软颤振驱动下,双层扁平箱梁振动系统整体发生软颤振。

Abstract

The paper researches the flutter performance of suspended double-deck flat box girder using the wind tunnel and numerical Simulation. The flutter performance of the suspended double-deck flat box girder is analyzed through modal decomposition, section pressure distribution and flow field modal. The research indicates that under the aerodynamic interference from upper section, the generation、migration and shedding of large-scale vortices at the lower edge of the lower section cause that the lower section occurs the bending-torsional coupling "soft flutter". Moreover, due to the structural static coupling between the upper section and the lower section, the bending-torsional soft flutter at the lower section induces the bending-torsional soft flutter of the double-deck flat box girder.

关键词

双层桥梁 / 风洞试验 / 数值模拟 / 软颤振

Key words

Double-deck bridge / Wind tunnel test / Numerical simulation / Soft flutter

引用本文

导出引用
洪光1,2,李加武1,王佳盈1,王峰1,王俊1,李宇1. 悬吊双层扁平箱梁颤振性能风洞试验与数值模拟[J]. 振动与冲击, 2023, 42(4): 236-246
HONG Guang1,2,LI Jiawu1,WANG Jiaying1,WANG Feng1,WANG Jun1,LI Yu1. Flutter performance of a suspended double-deck flat box girder based on a wind tunnel test and numerical simulation[J]. Journal of Vibration and Shock, 2023, 42(4): 236-246

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