检修轨道对分体式钢箱梁涡激振动影响机理研究OA
Influence Mechanism of Maintenance Rails on Vortex-Induced Vibration of Twin Steel Box Girders
检修轨道是桥梁安全运维的重要通道,对主梁涡振性能影响显著.为了研究检修轨道对分体式双箱梁涡激振动性能影响的机理,该文以某主跨658 m的双分体式钢箱梁斜拉桥为工程背景,结合节段模型风洞试验及二维流固耦合CFD数值模拟,研究了有、无检修轨道主梁断面竖向涡振性能,分析了检修轨道影响涡振性能的机理.结果表明:①有检修轨道的主梁断面发生大幅竖向涡振,而无检修轨道的主梁断面竖向涡振振幅减小40%以上,检修轨道对分体式双箱梁涡振性能影响显著;② 有检修轨道主梁断面上、下表面发生周期性的旋涡脱落,导致主梁上、下表面出现较大的压力差而形成周期性的涡激力引起主梁发生大幅竖向涡振.去除检修轨道后,破坏了有检修轨道主梁断面上、下表面发生的周期性旋涡脱落模式,从而达到抑制主梁涡振振幅的效果.
Maintenance rails are an important passage for the safe operation and maintenance of bridges,significantly affecting the vortex-induced vibration(VIV)performance of main girders.A twin steel box girder cable-stayed bridge with the main span of 658 m was taken as the engineering background to investigate the influence mechanism of maintenance rails on the VIV performance of twin steel box girders.Combined with section model wind tunnel tests and two-dimensional fluid-structure interaction CFD numerical simulations,the vertical VIV performance of the main girder sections with and without maintenance rails was studied,and the mechanism of maintenance rails'influence on VIV performance was analyzed.The results show that large vertical VIV occurs in main girder sections with maintenance rails,while the vertical VIV amplitude of the sections without maintenance rails decreases by more than 40%,indicating that maintenance rails significantly influence the VIV performance of the twin steel box girders.Periodic vortex shedding occurs on the upper and lower surfaces of main girder sections with maintenance rails,which results in a large pressure difference between the upper and lower surfaces of main girders,thus generating periodic vortex-induced force and causing large-amplitude vertical VIV of main girders.After removing the maintenance rails,the periodic vortex shedding pattern on the upper and lower surfaces of main girder sections with maintenance rails is disrupted,thereby suppressing the VIV amplitude of main girders.
孙洪鑫;胡磊;陈魏;黄文俊
湖南科技大学 土木工程学院,湖南 湘潭 411201湖南科技大学 土木工程学院,湖南 湘潭 411201湖南科技大学 土木工程学院,湖南 湘潭 411201湖南科技大学 土木工程学院,湖南 湘潭 411201
交通工程
斜拉桥分体式钢箱梁涡激振动风洞试验CFD数值模拟检修轨道
cable-stayed bridgetwin steel box girdervortex-induced vibrationwind tunnel testCFD numerical simulationmaintenance rail
《中外公路》 2026 (1)
122-129,8
国家自然科学基金资助项目(编号:52078210)湖南省杰出青年科学基金资助项目(编号:2021JJ10003)湖南省教育厅优秀青年基金资助项目(编号:23B0494)
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