BEM and FEM results of displacements in a poroelastic column

• Autorzy: Albers B. , Savidis S. A. , Taşan H. E. , von Estorff O. , Gehlken M.
• Języki publikacji: EN

Abstrakty

EN

The dynamical investigation of two-component poroelastic media is important for practical applications. Analytic solution methods are often not available since they are too complicated for the complex governing sets of equations. For this reason, often some existing numerical methods are used. In this work results obtained with the finite element method are opposed to those obtained by Schanz using the boundary element method. Not only the influence of the number of elements and time steps on the simple example of a poroelastic column but also the impact of different values of the permeability coefficient is investigated.

Słowa kluczowe

EN

finite element method; boundary element method; poroelastic media

PL

metoda elementów skończonych; metoda elementów brzegowych; ośrodek porosprężysty

• Wydawca: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego
• Czasopismo: International Journal of Applied Mathematics and Computer Science
• Rocznik: 2012
• Tom: Vol. 22, no. 4
• Strony: 883--896
• Opis fizyczny: Bibliogr. 37 poz., rys., wykr.

Twórcy

autor

Albers B.

autor

Savidis S. A.

autor

Taşan H. E.

autor

von Estorff O.

autor

Gehlken M.

• Institute of Geotechnical Engineering and Soil Mechanics Berlin Institute of Technology, (TU Berlin), Sekr. TIB1-B7, Gustav-Meyer-Allee 25, D-13355 Berlin, Germany,

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