scholarly journals Incompressible SPH Based on Rankine Source Solution for Water Wave Impact Simulation

2015 ◽  
Vol 126 ◽  
pp. 650-654 ◽  
Author(s):  
Xing Zheng ◽  
Zhenhong Hu ◽  
Qing-Wei Ma ◽  
Wen-Yang Duan
2015 ◽  
Vol 126 ◽  
pp. 670-674
Author(s):  
Ningbo Zhang ◽  
Xing Zheng ◽  
Ye Miao ◽  
Xi-peng Lv

2009 ◽  
Vol 31 (2) ◽  
pp. 111-131 ◽  
Author(s):  
Abbas Khayyer ◽  
Hitoshi Gotoh ◽  
Songdong Shao

Author(s):  
D.H. Peregrine ◽  
H. Bredmose ◽  
G.N. Bullock ◽  
A.C. Hunt ◽  
C. Obhrai
Keyword(s):  

Author(s):  
D.H. PEREGRINE ◽  
H. BREDMOSE ◽  
G. BULLOCK ◽  
C. OBRHAI ◽  
G. MÜLLER ◽  
...  
Keyword(s):  

2014 ◽  
Vol 28 (6) ◽  
pp. 791-806 ◽  
Author(s):  
Xing Zheng ◽  
Qing-wei Ma ◽  
Wen-yang Duan

Author(s):  
Kangping Liao ◽  
Wenyang Duan ◽  
QingWei Ma ◽  
Binbin Zhao ◽  
Shan Ma ◽  
...  

In rough sea conditions, Semi-submersible platform often suffers from extreme wave impact loads, which can result in structural damage. It is important to predict the wave impact loads on Semi-submersible platform. A CFD method, based on a fixed regular Cartesian grid system, has been developed by the authors for wave impact loads on semi-submersible platform (Liao et al., 2017). However, time consuming is still the bottleneck of CFD method for industry application. In this study, a coupled potential-viscous flow method is developed for improving computational efficiency. In the present method, our CFD in-house code is coupled with MrNWB dynamic libraries using the Euler Overlay Method (EOM) (Baquet et al., 2017). Comparison of the computational accuracy and efficiency between our original CFD in-house code and the present coupled method will be discussed in detail, and benchmark model test will also be used to validate the present coupled method in wave impact simulation.


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