Abstract In this manuscript we focus on the question: what is the correct notion of Stokes–Biot stability? Stokes–Biot stable discretizations have been introduced, independently by several authors, as a means of discretizing Biot’s equations of poroelasticity; such schemes retain their stability and convergence properties, with respect to appropriately defined norms, in the context of a vanishing storage coefficient and a vanishing hydraulic conductivity. The basic premise of a Stokes–Biot stable discretization is: one part Stokes stability and one part mixed Darcy stability. In this manuscript we remark on the observation that the latter condition can be generalized to a wider class of discrete spaces. In particular: a parameter-uniform in...
We use the lowest possible approximation order, piecewise linear, continuous velocities and piecewis...
This paper deals with the stabilization of the poroelasticity system, in the incompressible fully dy...
We use the lowest possible approximation order, piecewise linear, continuous velocities and piecewis...
In this work, we consider the popular P1–RT0–P0 discretization of the three-field formulation of Bio...
In this work, we consider two discretizations of the three-field formulation of Biot’s consolidation...
In this work, we are interested in efficiently solving the quasi‐static, linear Biot model for poroe...
This paper is devoted to the stability analysis of a classical three-field formulation of Biot's con...
AbstractWe use the lowest possible approximation order, piecewise linear, continuous velocities and ...
A stable finite element scheme that avoids pressure oscillations for a three-field Biot’s model in p...
In this paper we propose stabilized finite element methods for both Stokes’ and Darcy’s problems tha...
International audienceWe consider a previously proposed general nonlinear poromechanical formulation...
In this paper we propose stabilized finite element methods for both Stokes’ and Darcy’s problems tha...
Some new stable finite element (FE) schemes are presented for the hydrostatic Stokes system or prim...
Biot's consolidation model in poroelasticity has a number of applications in science, medicine, and ...
In this work, we are interested in efficiently solving the quasi-static, linear Biot model for poroe...
We use the lowest possible approximation order, piecewise linear, continuous velocities and piecewis...
This paper deals with the stabilization of the poroelasticity system, in the incompressible fully dy...
We use the lowest possible approximation order, piecewise linear, continuous velocities and piecewis...
In this work, we consider the popular P1–RT0–P0 discretization of the three-field formulation of Bio...
In this work, we consider two discretizations of the three-field formulation of Biot’s consolidation...
In this work, we are interested in efficiently solving the quasi‐static, linear Biot model for poroe...
This paper is devoted to the stability analysis of a classical three-field formulation of Biot's con...
AbstractWe use the lowest possible approximation order, piecewise linear, continuous velocities and ...
A stable finite element scheme that avoids pressure oscillations for a three-field Biot’s model in p...
In this paper we propose stabilized finite element methods for both Stokes’ and Darcy’s problems tha...
International audienceWe consider a previously proposed general nonlinear poromechanical formulation...
In this paper we propose stabilized finite element methods for both Stokes’ and Darcy’s problems tha...
Some new stable finite element (FE) schemes are presented for the hydrostatic Stokes system or prim...
Biot's consolidation model in poroelasticity has a number of applications in science, medicine, and ...
In this work, we are interested in efficiently solving the quasi-static, linear Biot model for poroe...
We use the lowest possible approximation order, piecewise linear, continuous velocities and piecewis...
This paper deals with the stabilization of the poroelasticity system, in the incompressible fully dy...
We use the lowest possible approximation order, piecewise linear, continuous velocities and piecewis...