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
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