A RIM-based Time-domain Boundary Element Method for Three-Dimensional Non-homogeneous Wave Propagations

被引:0
作者
Liu Liqi [1 ]
Wang Haitao [1 ]
机构
[1] Tsinghua Univ, Key Lab Adv Reactor Engn & Safety, Collaborat Innovat Ctr Adv Nucl Energy Technol, Inst Nucl & New Energy Technol,Minist Educ, Beijing 100084, Peoples R China
来源
CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES | 2015年 / 109卷 / 04期
基金
中国国家自然科学基金;
关键词
Boundary element method; Radial integration method; Time domain; Non-homogeneous problems; Wave propagation; INITIAL CONDITIONS CONTRIBUTION; CONVOLUTION QUADRATURE; GREENS-FUNCTION; DYNAMIC POROELASTICITY; ELASTODYNAMIC ANALYSIS; FUNDAMENTAL SOLUTION; INTEGRAL-EQUATIONS; SEISMIC RESPONSE; D-BEM; FORMULATION;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents a three-dimensional (3-D) boundary element method (BEM) scheme based on the Radial Integration Method (RIM) for wave propagation analysis of continuously non-homogeneous problems. The Kelvin fundamental solutions are adopted to derive the boundary-domain integral equation (B-DIE). The RIM proposed by Gao (Engineering Analysis with Boundary Elements 2002; 26(10);905-916) is implemented to treat the domain integrals in the BDIE so that only boundary discretization is required. After boundary discretization, a set of second-order ordinary differential equations with respect to time variable are derived, which are solved using the Wilson-theta method. Main advantages of the proposed method are that 1) it can treat wave propagations in non-homogeneous domains with only boundary mesh required, and that 2) coefficient matrices arising from the BEM are evaluated and stored only once so that solving large-scale problems with huge time steps is possible. In the numerical examples, the present method is tested in terms of accuracy, capacity to treat non-homogeneous problems and large-scale potentials.
引用
收藏
页码:303 / 324
页数:22
相关论文
共 63 条
[1]   Initial conditions contribution in a BEM formulation based on the convolution quadrature method [J].
Abreu, A. I. ;
Mansur, W. J. ;
Carrer, J. A. M. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2006, 67 (03) :417-434
[2]   Scalar wave propagation in 2D: a BEM formulation based on the operational quadrature method [J].
Abreu, AI ;
Carrer, JAM ;
Mansur, WJ .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2003, 27 (02) :101-105
[3]   Dual boundary element method for anisotropic dynamic fracture mechanics [J].
Albuquerque, EL ;
Sollero, P ;
Aliabadi, MH .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2004, 59 (09) :1187-1205
[4]   Dynamic analyses of plane frames by integral equations for bars and Timoshenko beams [J].
Antes, H ;
Schanz, M ;
Alvermann, S .
JOURNAL OF SOUND AND VIBRATION, 2004, 276 (3-5) :807-836
[5]  
António J, 2013, CMES-COMP MODEL ENG, V91, P337
[6]  
Banjai L, 2012, LECT NOTES APPL COMP, V63, P145
[7]  
Bathe K.-J., 2006, FINITE ELEMENT PROCE
[8]   Adaptive low-rank approximation of collocation matrices [J].
Bebendorf, M ;
Rjasanow, S .
COMPUTING, 2003, 70 (01) :1-24
[9]   A fast 3D dual boundary element. method based on hierarchical matrices [J].
Benedetti, I. ;
Aliabadi, M. H. ;
Davi, G. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2008, 45 (7-8) :2355-2376
[10]   A fast dual boundary element method for 3D anisotropic crack problems [J].
Benedetti, I. ;
Milazzo, A. ;
Aliabadi, M. H. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2009, 80 (10) :1356-1378