Add to ORKGThis article presents a novel finite element formulation for the Biot equation using low-order elements. Additionally, an extra degree of freedom is introduced to treat the volumetric locking steaming from the effective response of the medium; its balance equation is also stabilized. The accuracy of the proposed formulation is demonstrated by means of numerical analyses.Peer Reviewe
We construct a stabilized finite-element method to compute flow and finitestrain deformations in an ...
A stable finite element scheme that avoids pressure oscillations for a three-field Biot’s model in p...
The interaction between a fluid and a poroelastic structure is a complex problem that couples the Na...
This article presents a novel finite element formulation for the Biot equation using low-order eleme...
We propose a new formulation along with a family of finite element schemes for the approximation of ...
The Biot-Cosserat continuum theory is combined with isogeometric analysis (Biot-CIGA) to simulate dy...
Dynamic problems of fluid-saturated soils have to be assessed through a complete formulation where d...
We discuss the construction of robust preconditioners for finite element approximations of Biot’s co...
The solution of problems in which coupling occurs between the displacement of the soil skeleton and ...
In this paper, an efficient and robust methodology to simulate saturated soils subjected to low-medi...
We present a finite element method for nearly incompressible elasticity using a mixed formulation of...
The coupled equations of Biot's poroelasticity, consisting of stress equilibrium and fluid mass bala...
Communication to : ISMA 2004, Louvain (Belgique), 20-22 Septembre 2004SIGLEAvailable from INIST (FR)...
The scaled boundary finite element method is extended to Biot's coupled consolidation to deal with f...
A mathematical formulation for finite strain elasto plastic consolidation of fully saturated soil me...
We construct a stabilized finite-element method to compute flow and finitestrain deformations in an ...
A stable finite element scheme that avoids pressure oscillations for a three-field Biot’s model in p...
The interaction between a fluid and a poroelastic structure is a complex problem that couples the Na...
This article presents a novel finite element formulation for the Biot equation using low-order eleme...
We propose a new formulation along with a family of finite element schemes for the approximation of ...
The Biot-Cosserat continuum theory is combined with isogeometric analysis (Biot-CIGA) to simulate dy...
Dynamic problems of fluid-saturated soils have to be assessed through a complete formulation where d...
We discuss the construction of robust preconditioners for finite element approximations of Biot’s co...
The solution of problems in which coupling occurs between the displacement of the soil skeleton and ...
In this paper, an efficient and robust methodology to simulate saturated soils subjected to low-medi...
We present a finite element method for nearly incompressible elasticity using a mixed formulation of...
The coupled equations of Biot's poroelasticity, consisting of stress equilibrium and fluid mass bala...
Communication to : ISMA 2004, Louvain (Belgique), 20-22 Septembre 2004SIGLEAvailable from INIST (FR)...
The scaled boundary finite element method is extended to Biot's coupled consolidation to deal with f...
A mathematical formulation for finite strain elasto plastic consolidation of fully saturated soil me...
We construct a stabilized finite-element method to compute flow and finitestrain deformations in an ...
A stable finite element scheme that avoids pressure oscillations for a three-field Biot’s model in p...
The interaction between a fluid and a poroelastic structure is a complex problem that couples the Na...