A boundary element-free method (BEFM) for two-dimensional potential problems

被引:115
|
作者
Peng, Miaojuan [2 ]
Cheng, Yumin [1 ]
机构
[1] Shanghai Univ, Shanghai Inst Appl Math & Mech, Shanghai 200072, Peoples R China
[2] Shanghai Univ, Dept Civil Engn, Shanghai 200072, Peoples R China
基金
中国国家自然科学基金;
关键词
Moving least-squares (MLS) approximation; Improved moving least-squares (IMLS) approximation; Weighted orthogonal function; Boundary integral equation; Meshless method; Boundary element-free method (BEFM); Potential problems; INTEGRAL-EQUATION LBIE; 2D FRACTURE PROBLEMS; ELASTICITY PROBLEMS; NODE METHOD; LINEAR ELASTICITY; MESHLESS IMPLEMENTATION; FREE GALERKIN;
D O I
10.1016/j.enganabound.2008.03.005
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Combining the boundary integral equation (BIE) method and improved moving least-squares (IMLS) approximation, a direct meshess BIE method, which is called the boundary element-free method (BEFM), for two-dimensional potential problems is discussed in this paper. In the IMLS approximation, the weighted orthogonal functions are used as the basis functions; then the algebra equation system is not ill-conditioned and call be solved without obtaining the inverse matrix. Based on the IMLS approximation and the BIE for two-dimensional potential problems, the formulae of the BEFM are given. The BEFM is a direct numerical method in which the basic unknown quantity is the real solution of the nodal variables, and the boundary conditions can be applied directly and easily; thus, it gives a greater Computational precision. Some numerical examples are presented to demonstrate the method. (c) 2008 Elsevier Ltd. All rights reserved.
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页码:77 / 82
页数:6
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