This paper concentrates on a priori error estimates of two fully discrete coupled schemes for Biot's consolidation model based on the three-field formulation introduced by Oyarzua et al. (SIAM Journal on Numerical Analysis, 2016). The spatial discretizations are based on the Taylor-Hood finite elements combined with Lagrange elements for the three primary variables. For time discretization, we consider two methods. One uses the backward Euler method, and the other applies a combination of the backward Euler and Crank-Nicolson methods. A priori error estimates show that the two schemes are unconditionally convergent with optimal error orders. Detailed numerical experiments are presented to validate the theoretical analysis
We consider L-scheme and Newton-based solvers for Biot model under large deformation. The mechanical...
In this paper we develop adaptive iterative coupling schemes for the Biot system modeling coupled po...
A novel algorithm for the three-field formulation of Biot’s consolidation model based on mixed and d...
We present an a priori and a posteriori error analysis of a conforming finite element method for a f...
We study the a priori error analysis of finite element methods for Biot’s consolidation model. We co...
This paper is concerned with the analysis of coupled mixed finite element methods applied to the Bio...
In this paper, we design robust and efficient block preconditioners for the two-field formulation of...
A stable finite element scheme that avoids pressure oscillations for a three-field Biot’s model in p...
In this article, we develop a nonconforming mixed finite element method to solve Biot\u27s consolida...
Biot's consolidation model in poroelasticity has a number of applications in science, medicine, and ...
This paper is devoted to the stability analysis of a classical three-field formulation of Biot's con...
The paper is concerned with guaranteed a posteriori error estimates for a class of evolutionary prob...
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...
We discuss the construction of robust preconditioners for finite element approximations of Biot’s co...
We consider L-scheme and Newton-based solvers for Biot model under large deformation. The mechanical...
In this paper we develop adaptive iterative coupling schemes for the Biot system modeling coupled po...
A novel algorithm for the three-field formulation of Biot’s consolidation model based on mixed and d...
We present an a priori and a posteriori error analysis of a conforming finite element method for a f...
We study the a priori error analysis of finite element methods for Biot’s consolidation model. We co...
This paper is concerned with the analysis of coupled mixed finite element methods applied to the Bio...
In this paper, we design robust and efficient block preconditioners for the two-field formulation of...
A stable finite element scheme that avoids pressure oscillations for a three-field Biot’s model in p...
In this article, we develop a nonconforming mixed finite element method to solve Biot\u27s consolida...
Biot's consolidation model in poroelasticity has a number of applications in science, medicine, and ...
This paper is devoted to the stability analysis of a classical three-field formulation of Biot's con...
The paper is concerned with guaranteed a posteriori error estimates for a class of evolutionary prob...
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...
We discuss the construction of robust preconditioners for finite element approximations of Biot’s co...
We consider L-scheme and Newton-based solvers for Biot model under large deformation. The mechanical...
In this paper we develop adaptive iterative coupling schemes for the Biot system modeling coupled po...
A novel algorithm for the three-field formulation of Biot’s consolidation model based on mixed and d...