Article ID Journal Published Year Pages File Type
6741563 Engineering Structures 2013 10 Pages PDF
Abstract
► The method provides approximations of the matrices of the collocation BEM. ► Generally curved, 2D and 3D elements for potential and elasticity problems are used. ► No singular or quasi-singular numerical integration is necessary. ► The evaluation of results at any internal or boundary points requires no integrations. ► The method can be advantageously used in combination with the fast multi-pole method.
Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
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