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超大跨度钢桁架高铁悬索桥涡振性能模拟研究

高伟杰 陶天友 王浩 万乐山 颜王吉 邓鹏

东南大学学报(自然科学版)2025,Vol.55Issue(5):1444-1451,8.
东南大学学报(自然科学版)2025,Vol.55Issue(5):1444-1451,8.DOI:10.3969/j.issn.1001-0505.2025.05.026

超大跨度钢桁架高铁悬索桥涡振性能模拟研究

Numerical simulation on vortex-induced vibration of an ultra-long-span steel-truss high-speed railway suspension bridge

高伟杰 1陶天友 1王浩 1万乐山 2颜王吉 3邓鹏1

作者信息

  • 1. 东南大学混凝土及预应力混凝土结构教育部重点实验室,南京 211189||东南大学土木工程学院,南京 211189
  • 2. 中国铁路上海局集团有限公司淮安高铁基础设施段,淮安 223005
  • 3. 澳门大学智慧城市物联网国家重点实验室,澳门 999078
  • 折叠

摘要

Abstract

Considering the strict requirements for the smoothness of high-speed rail and the potential vortex-induced vibration(VIV)risk of high-speed railway suspension bridges,a simulation study was con-ducted on the VIV performance of an ultra-long-span steel-truss high-speed railway suspension bridge.Taking the Wufengshan Yangtze River Bridge as the background,a finite element model of the bridge was established for the analysis of its modal frequencies and shapes.Based on the overset grid technology,a typical cross-section of the main girder was selected to establish a model based on computational fluid dynamics(CFD)applicable for VIV simulation under different wind attack angles,and the VIV response of the main girder was then calculated.On this basis,the power spectral density of the aerodynamic load was analyzed,and the distribution characteristics of the flow field around the main girder were investigated.The results show that the aerodynamic coefficients of the main girder identified by CFD are in reasonable agreement with the re-sults required by the wind tunnel test.At 0° wind attack angle,the main girder exhibits VIV with small ampli-tude at low wind velocities.At 3° wind attack angle,the main girder experiences vertical and torsional VIV with large amplitude at the wind speeds of 17.50 and 20.00 m/s with an evident lock-in range,respectively.The vortex shedding of the web members and the reattachment of the vortex shedding on the girder surface at high wind speeds may be the primary causes of the VIV on the bridge.

关键词

悬索桥/钢桁梁/涡振性能/数值模拟/涡振机理

Key words

suspension bridge/steel-truss girder/vortex-induced vibration performance/numerical simula-tion/mechanism of vortex-induced vibration

分类

交通工程

引用本文复制引用

高伟杰,陶天友,王浩,万乐山,颜王吉,邓鹏..超大跨度钢桁架高铁悬索桥涡振性能模拟研究[J].东南大学学报(自然科学版),2025,55(5):1444-1451,8.

基金项目

国家自然科学基金资助项目(52338011,52278486) (52338011,52278486)

中央高校基本科研业务费资助项目(2242024RCB0007) (2242024RCB0007)

江苏省自然科学基金资助项目(BK20240177). (BK20240177)

东南大学学报(自然科学版)

OA北大核心

1001-0505

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