BEM modeling of saturated porous media susceptible to damage


Autoria(s): Lima Junior, E. T.; Venturini, Wilson Sergio; Benallal, A.
Contribuinte(s)

UNIVERSIDADE DE SÃO PAULO

Data(s)

07/11/2013

07/11/2013

2012

Resumo

This paper deals with the numerical analysis of saturated porous media, taking into account the damage phenomena on the solid skeleton. The porous media is taken into poro-elastic framework, in full-saturated condition, based on Biot's Theory. A scalar damage model is assumed for this analysis. An implicit boundary element method (BEM) formulation, based on time-independent fundamental solutions, is developed and implemented to couple the fluid flow and two-dimensional elastostatic problems. The integration over boundary elements is evaluated using a numerical Gauss procedure. A semi-analytical scheme for the case of triangular domain cells is followed to carry out the relevant domain integrals. The non-linear problem is solved by a Newton-Raphson procedure. Numerical examples are presented, in order to validate the implemented formulation and to illustrate its efficacy. (C) 2011 Elsevier Ltd. All rights reserved.

CNRS

FAPESP

Ile-de-France Region

Identificador

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, OXFORD, v. 36, n. 2, p. 147-153, FEB, 2012

0955-7997

http://www.producao.usp.br/handle/BDPI/43031

10.1016/j.enganabound.2011.07.002

http://dx.doi.org/10.1016/j.enganabound.2011.07.002

Idioma(s)

eng

Publicador

ELSEVIER SCI LTD

OXFORD

Relação

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS

Direitos

restrictedAccess

Copyright ELSEVIER SCI LTD

Palavras-Chave #POROUS MEDIA #ISOTROPIC DAMAGE #CONSOLIDATION #BEM #BOUNDARY-ELEMENT FORMULATION #FUNDAMENTAL-SOLUTIONS #POROELASTICITY #LOCALIZATION #MECHANICS #BEHAVIOR #ENGINEERING, MULTIDISCIPLINARY #MATHEMATICS, INTERDISCIPLINARY APPLICATIONS
Tipo

article

original article

publishedVersion