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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 66
COMPUTATIONAL MECHANICS: TECHNIQUES AND DEVELOPMENTS Edited by: B.H.V. Topping
Paper IV.1
Domain Decomposition by Coupling of Finite Element Method and Boundary Element Method E. Schnack+, S. Szikrai# and K. Türke+
+Institute of Solid Mechanics, Karlsruhe University, Karlsruhe, Germany
, "Domain Decomposition by Coupling of Finite Element Method and Boundary Element Method", in B.H.V. Topping, (Editor), "Computational Mechanics: Techniques and Developments", Civil-Comp Press, Edinburgh, UK, pp 69-74, 2000. doi:10.4203/ccp.66.4.1
Abstract
In the past a number of coupling ideas have been introduced
in order to combine the different characteristics of
the boundary and the finite element method. Considering
the practical use of the method, scientists have come to
the result that - contrary to many formulations - coupling
did not work in a satisfactory manner. This paper
presents a new kernal idea for two- and three-dimensional
problems: On the basis of Schnack & Turke, uniqueness
and existence of the weak formulation of the proposed
coupling procedure can be shown. The arguments
resemble those given by Brezzi & Johnson. Moreover,
together with Céa's lemma, an asymptotic estimate of optimal
order for the global error can be achieved (cf. Hsiao, Schnack & Wendland). Thus a high accuracy for the discrete system can be realized in a low CPU-time, and
- what is most important - the accuracy of the coupling
operator can be controlled, i.e. the definiteness and the
symmetry of the coupling operator. Some computational results of elasticity will demonstrate the practical use of the formulation.
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