Multi-Domain Analysis by FEM-BEM Coupling and BEM-DD Part I: Formulation and Implementation

Wael Elleithy

doi:10.4028/www.scientific.net/AMM.353-356.3263

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Multi-Domain Analysis by FEM-BEM Coupling and...

Multi-Domain Analysis by FEM-BEM Coupling and BEM-DD Part I: Formulation and Implementation

Abstract:

Several existing interface relaxation methods for finite element–boundary element coupling (FEM–BEM) and for boundary element–domain decomposition (BEM–DD) are reviewed. Furthermore, an interface relaxation method for BEM–DD is presented. This is Part I of two papers. In Part II, the convergence conditions of the interface relaxation FEM-BEM coupling and BEM-DD method are established. Example application is given for elaboration

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

3263-3268

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.3263

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Online since:

August 2013

Authors:

Wael Elleithy

Keywords:

BEM, Coupling, Domain Decomposition, Finite Element Method (FEM), Interface Relaxation

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References

[1] N. Kamiya, H. Iwase, E. Kita, Parallel Computing for the Combination Method of BEM and FEM, Engineering Analysis with Boundary Elements, 18 (1996), pp.221-229.

DOI: 10.1016/s0955-7997(96)00052-5

Google Scholar

[2] Chin-Ching Lin, E.C. Lawton, J.A. Caliendo, L.R. Anderson, An Iterative Finite Element-Boundary Element Algorithm, Computers & Structures, 39 (1996), pp.899-909.

DOI: 10.1016/0045-7949(95)00285-5

Google Scholar

[3] Y.T. Feng, D.R.J. Owen, Iterative Solution of Coupled FE/BE Discretization for Plate-Foundation Interaction Problems, International Journal for Numerical Methods in Engineering, 39 (1996), p.1889-(1901).

DOI: 10.1002/(sici)1097-0207(19960615)39:11<1889::aid-nme934>3.0.co;2-z

Google Scholar

[4] W.M. Elleithy, H.J. Al-Gahtani, M. El-Gebeily, Iterative Coupling of BE and FE Methods in Elastostatics, Engineering Analysis with Boundary Elements, 25 (2001), pp.685-695.

DOI: 10.1016/s0955-7997(01)00054-6

Google Scholar

[5] M. El-Gebeily, W.M. Elleithy, H.J. Al-Gahtani, Convergence of the Domain Decomposition Finite Element-Boundary Element Coupling Methods, Computer Methods in Applied Mechanics and Engineering, 191 (2002), pp.4851-4867.

DOI: 10.1016/s0045-7825(02)00405-x

Google Scholar

[6] W.M. Elleithy, M. Tanaka, Interface Relaxation Algorithms for BEM-BEM Coupling and FEM-BEM Coupling, Computer Methods in Applied Mechanics and Engineering, 192 (2003), pp.2977-2992.

DOI: 10.1016/s0045-7825(03)00312-8

Google Scholar

[7] A. Eslami Haghighat, A. Anvar, A. Ghahramani, M. Jahanandish, Necessity of Coupling Finite Element and Boundary Element Methods in Modeling Infinite Soil Mass, Eighth International Congress on Civil Engineering, Shiraz, (2009).

Google Scholar

[8] N. Kamiya, H. Iwase, E. kita, Parallel implementation of boundary element method with domain decomposition, Engineering Analysis with Boundary Elements, 18 (1997), pp.209-216.

DOI: 10.1016/s0955-7997(96)00050-1

Google Scholar