Flux and traction boundary elements without hypersingular or strongly singular integrals

被引:0
|
作者
Dominguez, J
Ariza, MP
Gallego, R
机构
[1] Univ Seville, Escuela Super Ingenieros, Seville 41092, Spain
[2] Univ Granada, Dept Struct Mech, Colegio Maximo de Cartuja, E-18071 Granada, Spain
关键词
boundary elements; hypersingular boundary integral equation; three-dimensional integral representation;
D O I
10.1002/(SICI)1097-0207(20000510)48:1<111::AID-NME870>3.0.CO;2-Y
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The present paper deals with a boundary element formulation based on the traction elasticity boundary integral equation (potential derivative for Laplace's problem). The hypersingular and strongly singular integrals appearing in the formulation are analytically transformed to yield line and surface integrals which are at most weakly singular. Regularization and analytical transformation of the boundary integrals is done prior to any boundary discretization. The integration process does not require any change of co-ordinates and the resulting integrals can be numerically evaluated in a simple and efficient way. The formulation presented is completely general and valid for arbitrary shaped open or closed boundaries. Analytical expressions for all the required hypersingular or strongly singular integrals are given in the paper. To fulfil the continuity requirement over the primary density a simple BE discretization strategy is adopted. Continuous elements are used whereas the collocation points are shifted towards the interior of the elements. This paper pretends to contribute to the transformation of hypersingular boundary element formulations as something clear, general and easy to handle similar to in the classical formulation. Copyright (C) 2000 John Wiley & Sons, Ltd.
引用
收藏
页码:111 / 135
页数:25
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