TMYHJGCXB土木与环境工程学报Journal of Civil and Environmental Engineering2096-6717土木与环境工程学报编辑部中国重庆tmyhjgcxb-42-5-1062096-6717(2020)05-0106-0910.11835/j.issn.2096-6717.2020.110U447R跨海桥梁上部结构极端波浪(流)作用2019年度研究进展State-of-the-art review of the action of extreme wave (wave-current) on the superstructure of sea-crossing bridges in 2019祝兵ZhuBing
With the rapid development of transportation and the development of offshore projects, more and more sea-crossing bridges will be built and developed in the future. However, the marine environment in which the sea-crossing bridge located is extremely complex, it will suffer from the huge threat of storm surge and tsunami and other complex and extreme disasters.In recent years, scholars at home and abroad have carried out related research on the problem of extreme wave (wave-current) forces on the superstructure of sea-crossing bridges. In this paper, the theoretical, numerical and experimental research and progress of the superstructure of sea-crossing bridges under extreme waves (wave-current) are reviewed in recent years. It is pointed out that the wave-current interaction should be considered in the simulation of the real marine environment, and the interaction of the superstructure of sea-crossing bridges and extreme wave (wave-current) is a kind of fluid-solid coupling problem. In the future, it is necessary to consider the dynamic response of the superstructure of sea-crossing bridges in numerical calculations and flume tests, and to study the failure mode and failure mechanism of the sea-crossing bridge under the action of extreme waves (wave-current).
跨海桥梁上部结构波流力水槽试验sea-crossing bridgesuperstructurewave-current forceflume testfluid-solid coupling国家自然科学基金U1834207四川省应用基础研究重大前沿项目2017JY0003国家自然科学基金(U1834207);四川省应用基础研究重大前沿项目(2017JY0003)National Natural Science Foundation of ChinaU1834207Major Frontier Project of Applied Basic Research in Sichuan Province2017JY0003National Natural Science Foundation of China (No. U1834207); Major Frontier Project of Applied Basic Research in Sichuan Province (No. 2017JY0003)
在理论计算方面,早期涉及到结构极端波浪力计算的研究始于20世纪90年代对于平板以及海洋平台波浪力的研究[3-4],Wang[5]通过一系列试验研究,验证了他所提出的用于估算各种入射波在平板上引起的最大上升波浪力的计算公式的准确性。Douglass等[6]通过研究飓风中受损的桥梁,提出了估算板式上部结构所受极端波浪力的经验公式。Cuomo等[7]基于1:25尺度的结构试验,提出了板式桥梁上部结构所受冲击力和准静态力的估算公式。AASHTO(American Association of State Highway and Transportation Officials)[8]基于试验测试结果以及以往研究提出了计算跨海桥梁所受水平力、竖向力以及倾覆力矩的计算公式。Guo等[9]通过水槽试验详细讨论了以往研究所提出的经验公式在估算T型桥梁上部结构所受极端波浪力上的准确性,指出在桥梁上部结构处于淹没状态时,所提出的公式目前能准确估算结构所受极端波浪力。Xu等[10]将以往研究中的极端波浪力通过人工神经网络的训练,提出了T型桥梁上部结构所受的水平力和竖向力的预测公式。Hayatdavoodi等[11]采用Green-Naghdi理论模拟了二维无粘性不可压缩流体,并计算了孤立波作用在淹没状态下板式梁桥上的波浪力。Fang等[12-13]采用势流理论计算了淹没状态下T型上部结构在聚焦波下所受的极端波浪荷载,研究表明,势流理论在计算淹没状态下结构所受极端波浪力具有较高的准确性。势流理论和Green-Naghdi理论具有易于编程和高效求解的特点,在快速估算跨海桥梁所受波浪力的问题上具有一定优势。但是,上述研究中经验公式的提出大多基于数值仿真或水槽试验结果,由于所考虑的波浪参数、结构尺寸以及淹没状态不同,表达形式存在差异。
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