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A multi-variable non-singular BEM in 2D elasticity

✍ Scribed by Eckart Schnack; Hai-Bo Chen


Publisher
Elsevier Science
Year
2001
Tongue
English
Weight
162 KB
Volume
20
Category
Article
ISSN
0997-7538

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✦ Synopsis


A new BEM algorithm is proposed in the paper. This algorithm is based on the coincident collocation of the non-singular boundary integral equations (BIEs) of displacement and its derivatives, and the basic variables of the new BEM system equation are the boundary nodal displacements, tractions and displacement derivatives. Due to the non-singular character of the BIEs, all integrals in the algorithm can be evaluated by the Gaussian quadrature. Furthermore, the conforming element can be used for this algorithm as the displacement derivative can be considered independent of the displacement. Once the new BEM system equation is solved, the boundary stress can be evaluated immediately from the obtained displacement derivatives. Numerical examples show the validity of the algorithm.


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