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大跨桥梁主梁涡激振动研究进展与思考
引用本文:葛耀君,赵林,许坤.大跨桥梁主梁涡激振动研究进展与思考[J].中国公路学报,2019,32(10):1-18.
作者姓名:葛耀君  赵林  许坤
作者单位:1. 同济大学 土木工程防灾国家重点实验室, 上海 200092; 2. 同济大学 桥梁结构抗风技术交通运输行业重点实验室, 上海 200092; 3. 北京工业大学 城市与工程安全减灾教育部重点实验室, 北京 100124
基金项目:国家重点研发计划项目(2018YFC0809600);国家自然科学基金项目(51708011,51778495,51678451)
摘    要:大跨桥梁主梁涡激振动与控制属桥梁工程核心技术难题,亦为桥梁抗风设计理论有待深入解决的关键科学问题。为推动大跨桥梁主梁涡振理论与应用研究的进一步发展,系统梳理国内外针对该问题的最新进展与前沿热点。首先总结现场实测、风洞试验、计算流体力学及理论分析4种常用研究手段及其适用条件,然后从主梁断面涡振驱动机理、涡振影响因素、三维全桥涡振计算方法及主梁涡振控制4部分回顾国内外最新研究进展,最后从试验与测试技术、理论分析、主梁涡振控制3个角度探讨大跨桥梁主梁涡振研究的发展趋势。结果表明:大跨桥梁主梁涡振研究在流体-结构耦合特性模拟、三维全桥涡振性能预测、实桥涡振控制等方面尚存在一些技术难题有待进一步探索;近年来围绕新型观测设备和试验技术、高精度气动力降阶模拟和人工智能手段、主动气动控制措施和新型被动机械措施方面出现了一些新的发展趋势,有较大的细化和深入研究的空间。

关 键 词:桥梁工程  主梁涡振  综述  大跨桥梁  研究进展  发展趋势  
收稿时间:2019-06-03

Review and Reflection on Vortex-induced Vibration of Main Girders of Long-span Bridges
GE Yao-jun,ZHAO Lin,XU Kun.Review and Reflection on Vortex-induced Vibration of Main Girders of Long-span Bridges[J].China Journal of Highway and Transport,2019,32(10):1-18.
Authors:GE Yao-jun  ZHAO Lin  XU Kun
Institution:1. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Transport Industry of Wind Resistant Technology for Bridge Structures, Tongji University, Shanghai 200092, China; 3. Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
Abstract:Vortex-induced vibration (VIV) of bridge girders and its control are major concerns for bridge engineers and are key scientific problems to be investigated. To further promote the theoretical and applied studies on VIV of bridge decks, previous research on the state-of-the-art progress and development tendencies regarding this topic are systematically reviewed in the present study. First, common-used research techniques including field measurement, wind tunnel tests, computational fluid dynamics, and theoretical analysis are summarized. Then, state-of-the-art progress regarding the triggering mechanisms of VIV, its influencing factors, analysis methods for prototype bridges, and VIV control countermeasures are systematically reviewed, and the existing research limitations are emphasized. Finally, several development tendencies on this topic in the aspects of innovative test equipment and techniques, high-precision reduced-order modeling (ROM) and artificial intelligence methods as well as active aerodynamic or novel-type passive-control devices are discussed. Future works urgent to be improved are also pointed out. The above reviews emphasize that there are still some technical problems remain for further investigation in the study of bridge girder VIVs, such as the modeling of fluid-structure interaction during VIV, the prediction and control of VIV performance of the prototype bridge with accepted accuracy and effectiveness. Further research is needed on these topics.
Keywords:bridge engineering  vortex-induced vibration  review  long-span bridge  state-of-the-art progress  developing tendency  
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