A study of the wave impact loads on a fixed column-slab combined structure with a GPU-accelerated SPH method

被引:1
|
作者
Zhai, Gangjun [1 ,2 ]
Bao, Jianyu [2 ]
Ma, Zhe [1 ,2 ]
Yang, Yefeng [2 ]
Teh, Hee Min [3 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
[2] Dalian Univ Technol, Deepwater Engn Res Ctr, Dalian 116024, Peoples R China
[3] Univ Teknol PETRONAS, Dept Civil & Environm Engn, Seri Iskandar, Perak, Malaysia
关键词
Column-slab combined structure; improved boundary condition; GPU acceleration; velocity and pressure distribution; UNDERNEATH;
D O I
10.1080/17445302.2021.1877940
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Wave impacts on a semi-submerged platform have a great influence on the structure. Physical experiments and numerical simulations are carried out based on fixed horizontal deck and column-slab combined structures. During the physical experiments, the impact pressures acting on the horizontal decks are measured to verify the accuracy of the numerical models. In the SPH program, by equipping with GPU parallel acceleration processing framework and adopting the dynamic boundary particles method, the total calculation time shortens more than 6 times and the gap near the wavemaker has been eliminated, improving the efficiency and accuracy of numerical calculation significantly. The similarities and differences of the pressure amplitude and distribution between the two structures are summarised and compared. Due to the presence of the columns, the wave energy transmission is largely influenced, and the relationship between the peak pressure and velocity distribution is also demonstrated. The influence of the columns is both considerable and crucial.
引用
收藏
页码:828 / 839
页数:12
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