In this work, we consider two discretizations of the three-field formulation of Biot’s consolidation problem. They employ the lowest-order mixed finite elements for the flow (Raviart-Thomas-Nédélec elements for the Darcy velocity and piecewise constants for the pressure) and are stable with respect to the physical parameters. The difference is in the mechanics: one of the discretizations uses Crouzeix-Raviart nonconforming linear elements; the other is based on piecewise linear elements stabilized by using face bubbles, which are subsequently eliminated. The numerical solutions obtained from these discretizations satisfy mass conservation: the former directly and the latter after a simple postprocessing
This article presents a novel finite element formulation for the Biot equation using low-order eleme...
We develop robust solvers for a class of perturbed saddle-point problems arising in the study of a s...
In this work, we are interested in efficiently solving the quasi-static, linear Biot model for poroe...
In this work, we consider two discretizations of the three-field formulation of Biot’s consolidation...
A stable finite element scheme that avoids pressure oscillations for a three-field Biot’s model in p...
In this work, we consider the popular P1–RT0–P0 discretization of the three-field formulation of Bio...
This work contains some of the more relevant results obtained by the author regarding the numerical ...
In this paper, we present block preconditioners for a stabilized discretization of the poroelastic e...
This paper deals with the stabilization of the poroelasticity system, in the incompressible fully dy...
© 2015 Society for Industrial and Applied Mathematics. A stabilized conforming mixed finite element ...
This paper is devoted to the stability analysis of a classical three-field formulation of Biot's con...
In this work, we are interested in efficiently solving the quasi‐static, linear Biot model for poroe...
Abstract In this manuscript we focus on the question: what is the correct notion of Stokes–Biot stab...
In this paper, we design robust and efficient block preconditioners for the two-field formulation of...
We construct a stabilized finite-element method to compute flow and finitestrain deformations in an ...
This article presents a novel finite element formulation for the Biot equation using low-order eleme...
We develop robust solvers for a class of perturbed saddle-point problems arising in the study of a s...
In this work, we are interested in efficiently solving the quasi-static, linear Biot model for poroe...
In this work, we consider two discretizations of the three-field formulation of Biot’s consolidation...
A stable finite element scheme that avoids pressure oscillations for a three-field Biot’s model in p...
In this work, we consider the popular P1–RT0–P0 discretization of the three-field formulation of Bio...
This work contains some of the more relevant results obtained by the author regarding the numerical ...
In this paper, we present block preconditioners for a stabilized discretization of the poroelastic e...
This paper deals with the stabilization of the poroelasticity system, in the incompressible fully dy...
© 2015 Society for Industrial and Applied Mathematics. A stabilized conforming mixed finite element ...
This paper is devoted to the stability analysis of a classical three-field formulation of Biot's con...
In this work, we are interested in efficiently solving the quasi‐static, linear Biot model for poroe...
Abstract In this manuscript we focus on the question: what is the correct notion of Stokes–Biot stab...
In this paper, we design robust and efficient block preconditioners for the two-field formulation of...
We construct a stabilized finite-element method to compute flow and finitestrain deformations in an ...
This article presents a novel finite element formulation for the Biot equation using low-order eleme...
We develop robust solvers for a class of perturbed saddle-point problems arising in the study of a s...
In this work, we are interested in efficiently solving the quasi-static, linear Biot model for poroe...