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Wave propagation in a simplified modelled poroelastic continuum: fundamental solutions and a time domain boundary element formulation
Author(s) -
Schanz M.,
Struckmeier V.
Publication year - 2005
Publication title -
international journal for numerical methods in engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.421
H-Index - 168
eISSN - 1097-0207
pISSN - 0029-5981
DOI - 10.1002/nme.1429
Subject(s) - biot number , poromechanics , boundary element method , inertia , finite element method , boundary value problem , mathematical analysis , mathematics , displacement (psychology) , viscoelasticity , classical mechanics , calculus (dental) , mechanics , physics , porous medium , engineering , geotechnical engineering , porosity , medicine , psychology , dentistry , psychotherapist , thermodynamics
In finite element formulations for poroelastic continua a representation of Biot's theory using the unknowns solid displacement and pore pressure is preferred. Such a formulation is possible either for quasi‐static problems or for dynamic problems if the inertia effects of the fluid are neglected. Contrary to these formulations a boundary element method (BEM) for the general case of Biot's theory in time domain has been published ( Wave Propagation in Viscoelastic and Poroelastic Continua : A Boundary Element Approach . Lecture Notes in Applied Mechanics. Springer: Berlin, Heidelberg, New York, 2001.). If the advantages of both methods are required it is common practice to couple both methods. However, for such a coupled FE/BE procedure a BEM for the simplified dynamic Biot theory as used in FEM must be developed. Therefore, here, the fundamental solutions as well as a BE time stepping procedure is presented for the simplified dynamic theory where the inertia effects of the fluid are neglected. Further, a semi‐analytical one‐dimensional solution is presented to check the proposed BE formulation. Finally, wave propagation problems are studied using either the complete Biot theory as well as the simplified theory. These examples show that no significant differences occur for the selected material. Copyright © 2005 John Wiley & Sons, Ltd.