A Comparative Study on Violent Sloshing with Complex Baffles Using the ISPH Method

被引:36
作者
Zheng, Xing [1 ]
You, Yi [1 ]
Ma, Qingwei [1 ,2 ]
Khayyer, Abbas [3 ]
Shao, Songdong [4 ,5 ]
机构
[1] Harbin Engn Univ, Coll Shipbldg Engn, Harbin 150001, Heilongjiang, Peoples R China
[2] Univ London, Sch Math Comp Sci & Engn, London EC1V 0HB, England
[3] Kyoto Univ, Dept Civil & Earth Resources Engn, Kyoto 6158540, Japan
[4] Univ Sheffield, Dept Civil & Struct Engn, Sheffield S1 3JD, S Yorkshire, England
[5] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2018年 / 8卷 / 06期
基金
中国国家自然科学基金;
关键词
ISPH; liquid sloshing; complex baffle; impact pressure; excitation frequency; INCOMPRESSIBLE SPH METHOD; SQUARE-BASE BASIN; PARTICLE SEMIIMPLICIT METHOD; RANKINE SOURCE SOLUTION; RECTANGULAR TANK; NUMERICAL-SIMULATION; BREAKING WAVES; FREE-SURFACE; FLOWS; HYDRODYNAMICS;
D O I
10.3390/app8060904
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The Smoothed Particle Hydrodynamics (SPH) method has become one of the most promising methods for violent wave impact simulations. In this paper, the incompressible SPH (ISPH) method will be used to simulate liquid sloshing in a 2D tank with complex baffles. Firstly, the numerical model is validated against the experimental results and the simulations from commercial CFD software STAR-CCM+ for a sloshing tank without any baffle. Then various sloshing tanks are simulated under different conditions to analyze the influence of the excitation frequency and baffle configuration. The results show that the complex baffles can significantly influence the impact pressures on the wall caused by the violent sloshing, and the relevant analysis can help find the engineering solutions to effectively suppress the problem. The main purpose of the paper is to study the practical importance of this effect.
引用
收藏
页数:16
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