
Numerical simulation of solitary wave interacting with gasbag-type floating bridge using the ALE method
Author(s) -
Yunfeng Lou,
Zhiqiang Ma,
Rong Chen,
Xian-long Jin
Publication year - 2019
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/563/5/052056
Subject(s) - bridge (graph theory) , structural engineering , penalty method , coupling (piping) , bending moment , hinge , mechanics , lagrangian , eulerian path , engineering , physics , mathematics , mathematical analysis , mechanical engineering , mathematical optimization , medicine
The dynamic numerical modeling theory and wave impact calculation method of gasbag type floating bridge (GTFB) were studied by using the multi-material Arbitrary Lagrangian-Eulerian (ALE) method and penalty function method. The air and seawater were described by the ALE method, the structure of floating bridge was described by the Lagrangian method and the coupling force between floating bridge and flow field was calculated by penalty function method. The floating bridge-fluid coupling models were established by HyperMesh software. Then, the models and calculation parameters were validated. The structural responses of the GTFB under solitary wave impacting were analyzed. The results show that the maximum contact force of hinge and maximum stress of gasbag appeared at the ends of the floating bridge, and the maximum bending moment of hinge appeared in the middle section.