A 3D BEM model for liquid sloshing in baffled tanks

被引:58
作者
Firouz-Abadi, R. D. [1 ]
Haddadpour, H. [1 ]
Noorian, M. A. [1 ]
Ghasemi, M. [2 ]
机构
[1] Sharif Univ Technol, Dept Aerosp Engn, Tehran 1458889694, Iran
[2] Tarbiat Modares Univ, Sch Engn, Tehran, Iran
关键词
liquid sloshing; boundary element method; natural frequencies; baffled tank;
D O I
10.1002/nme.2363
中图分类号
T [工业技术];
学科分类号
08 [工学];
摘要
The present work aims at developing a boundary element method to determine the natural frequencies and mode shapes of liquid sloshing in 3D baffled tanks with arbitrary geometries. Green's theorem is used with the governing equation of potential flow and the walls and free surface boundary conditions are applied. A zoning method is introduced to model arbitrary arrangements of baffles. By discretizing the flow boundaries to quadrilateral elements, the boundary integral equation is formulated into a general matrix eigenvalue problem. The governing equations are then reduced to a more efficient form that is merely represented in terms of the potential values of the free surface nodes, which reduces the size of the computational matrices considerably. The results obtained using the proposed model are verified in comparison with the literature and very good agreement is achieved. Finally, a number of example tanks having common configurations are used to investigate the effect of baffle on sloshing frequencies and some conclusions are outlined. Copyright (C) 2008 John Wiley & Sons, Ltd.
引用
收藏
页码:1419 / 1433
页数:15
相关论文
共 19 条
[1]
An hr-adaptive boundary element for water free-surface problems [J].
Abe, K ;
Sakuraba, S .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 1999, 23 (03) :223-232
[2]
Abe K, 1996, INT J NUMER METH ENG, V39, P2769, DOI 10.1002/(SICI)1097-0207(19960830)39:16<2769::AID-NME975>3.0.CO
[3]
2-O
[4]
Abramson ?.?., 1966, NASA
[5]
Sloshing behaviours of rectangular and cylindrical liquid tanks subjected to harmonic and seismic excitations [J].
Chen, Yung-Hsiang ;
Hwang, Wei-Shien ;
Ko, Chia-Hao .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2007, 36 (12) :1701-1717
[6]
CHRISTENSEN ER, 1997, 38 AIAA ASME ASCE AH
[7]
An implicit boundary element solution with consistent linearization for free surface flows and non-linear fluid-structure interaction of floating bodies [J].
Donescu, P ;
Virgin, LN .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2001, 51 (04) :379-412
[8]
DUTTA S, 2000, INT J NUMERICAL METH, V47, P33
[9]
Evaluation of sloshing problem by variational boundary element method [J].
Gedikli, A ;
Ergüven, ME .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2003, 27 (09) :935-943
[10]
NUMERICAL-SIMULATION OF LIQUID SLOSHING IN 3-DIMENSIONAL TANKS [J].
HWANG, JH ;
KIM, IS ;
SEOL, YS ;
LEE, SC ;
CHON, YK .
COMPUTERS & STRUCTURES, 1992, 44 (1-2) :339-342