Study of the bridge damage during flooding based on a coupled VOF-FSI method

被引:11
作者
Nan, Xuan [1 ,2 ]
Liu, Xinxin [1 ]
Chen, Liang [3 ]
Yan, Qin [1 ]
Li, Jing [4 ]
机构
[1] Nanchang Inst Sci & Technol, Sch Civil & Environm Engn, Nanchang 330108, Peoples R China
[2] Xian Univ Technol, State Key Lab Ecohydraul Northwest Arid Reg, Xian 710048, Peoples R China
[3] Henan Prov Nonferrous Met Geol Mineral Resources B, Zhengzhou, Peoples R China
[4] Yunnan Agr Univ, Coll Water Resources, Kunming, Peoples R China
来源
JOURNAL OF ENGINEERING RESEARCH | 2023年 / 11卷 / 03期
基金
中国国家自然科学基金;
关键词
Volume of Fluid; Fluid Structure Interaction flooding; Structural dynamics; Numerical analysis; SIMULATION; DYNAMICS; TRACKING;
D O I
10.1016/j.jer.2023.100081
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Floods can damage bridges, sometimes irreversibly. In this work, a coupled approach has been developed, based on the coupling volume of fluid (VOF) method with structural dynamics, for deeply understanding the structural dynamics response to the bridges. Firstly, the model of the corresponding fluid domain with the field measurement of the bridge has been established. Then the computing results have been deeply analyzed, and the data exchange between the fluid and the solid meshes was accomplished through the fluid structure interaction (FSI) method. It found that some significant changes in the vortex around the bridge, the stress-strain and deformation were consistent with the measured breakage locations in the field as well (the water velocity decreases rapidly from 6 m/s to 1 m/s in the vicinity of the bridge and the stress increases rapidly from 20,000 Pa to 230,000 Pa in the bridge body). The effectiveness of the VOF-FSI method for dynamic simulation analysis of structures under flooding is also demonstrated. Finally, some meaningful recommendations and conclusions are discussed.
引用
收藏
页码:51 / 61
页数:11
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