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Fourier-BEM: Or what to do if no fundamental solution is available?

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6 Scopus citations

Abstract

The application of boundary element methods (BEM) to soil-structure interaction problems is still restricted to cases where fundamental solutions are known. Hence, a large number of engineering problems cannot be solved by the BEM. Therefore, an alternative approach is presented here which establishes new boundary integral equations (BIEs) for the computation of the entries of the BEM matrices by means of the spatial Fourier transform. For these alternative BIEs, we need only the transform of the fundamental solution and not the fundamental solution itself. The former is always available as long as the underlying differential operator is linear and has constant coefficients. The approach is possible for all variants of the BEM. For Galerkin approaches, the double integrations over the boundary panels are replaced by single integrations over the infinite domain.

Original languageEnglish
Pages (from-to)437-448
Number of pages12
JournalMeccanica
Volume36
Issue number4
DOIs
StatePublished - 2001

Keywords

  • Anisotropic elasticity
  • Boundary element method
  • Fourier transform
  • Fundamental solutions
  • Soil-structure interaction

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