2003
DOI: 10.1121/1.1616579
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Investigation of the convergence of the mixed displacement-pressure formulation for three-dimensional poroelastic materials using hierarchical elements

Abstract: Recently, a mixed pressure displacement [u, P] formulation based on Biot's poroelasticity equations has been presented for porous materials. This model leads to a reduction of the number of degrees of freedom required for the modeling of three-dimensional porous media in comparison to classical displacement-displacement [u, U] formulations. In this paper, an extension of the [u, P] formulation based on hierarchical elements is presented. First, a variant of the weak integral form of the [u, P] formulation is p… Show more

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Cited by 39 publications
(30 citation statements)
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“…During the past decade, numerical methods such as finite element methods based on the Biot theory 1,2 have been widely developed for automotive and aeronautic industries. Classical methods consider the displacements of the solid and fluid phases as variables, 3,4 respectively u s and u f , or a mixed formulation 5,6 based on the displacement of the solid phase and the interstitial fluid pressure p. These numerical methods allow one to predict the structural and fluid couplings induced by the poroelastic medium without any kinematic or geometrical assumptions. However, for large size finite element models, these methods can require significant computational time.…”
Section: Introductionmentioning
confidence: 99%
“…During the past decade, numerical methods such as finite element methods based on the Biot theory 1,2 have been widely developed for automotive and aeronautic industries. Classical methods consider the displacements of the solid and fluid phases as variables, 3,4 respectively u s and u f , or a mixed formulation 5,6 based on the displacement of the solid phase and the interstitial fluid pressure p. These numerical methods allow one to predict the structural and fluid couplings induced by the poroelastic medium without any kinematic or geometrical assumptions. However, for large size finite element models, these methods can require significant computational time.…”
Section: Introductionmentioning
confidence: 99%
“…In addition to resulting in excessive calculation times, the convergence of the model is difficult to assure. This is a particular difficulty in the numerical solution of 3D models including porous materials, as the convergence criteria for these models are different from the classical criteria used in finite element modelling [7,9].…”
Section: Numerical Models Of Poroelastic Materialsmentioning
confidence: 99%
“…In the monolithic solution, Korsawe et al (2006) compared the Galerkin FEM with the Least-squares mixed FEM in order to verify which approaches are accurate and effective in the consolidation analysis. Extended mixed formulation based on hierarchical elements was also investigated by Rigobert et al (2003). However, the solutions for the impermeable and incompressible were not mentioned in the methods.…”
Section: Introductionmentioning
confidence: 99%