Joachim Berdal Haga
Joachim Berdal Haga has a total of 2 co-authors. Here are the top co-authors by number of shared publications:
Hans Petter Langtangen
Center for Biomedical Computing, Simula Research Laboratory
3 shared publicationsHarald Osnes
University of Oslo
3 shared publications
Latest Publications
- 8 March 2012
- Published by Springer Nature in Computational Geosciences
- Vol. 16 (3) , 723-734
A parallel block preconditioner for large-scale poroelasticity with highly heterogeneous material parameters
- 8 March 2012
- Published by Springer Nature in Computational Geosciences
- Vol. 16 (3) , 723-734
A parallel block preconditioner for large-scale poroelasticity with highly heterogeneous material parameters
- 21 July 2011
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 36 (12) , 1507-1522
On the causes of pressure oscillations in low‐permeable and low‐compressible porous media
SUMMARY: Nonphysical pressure oscillations are observed in finite element calculations of Biot's poroelastic equations in low‐permeable media. These pressure oscillations may be understood as a failure of compatibility between the finite element spaces, rather than elastic locking. We present evidence to support this view by comparing and contrasting the pressure oscillations in low‐permeable porous media with those in low‐compressible porous media. As a consequence, it is possible to use established families of stable mixed elements as candidates for choosing finite element spaces for Biot's equations. Copyright © 2011 John Wiley & Sons, Ltd.
- 21 July 2011
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 36 (12) , 1507-1522
On the causes of pressure oscillations in low‐permeable and low‐compressible porous media
SUMMARY: Nonphysical pressure oscillations are observed in finite element calculations of Biot's poroelastic equations in low‐permeable media. These pressure oscillations may be understood as a failure of compatibility between the finite element spaces, rather than elastic locking. We present evidence to support this view by comparing and contrasting the pressure oscillations in low‐permeable porous media with those in low‐compressible porous media. As a consequence, it is possible to use established families of stable mixed elements as candidates for choosing finite element spaces for Biot's equations. Copyright © 2011 John Wiley & Sons, Ltd.
- 6 December 2010
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 35 (13) , 1466-1482
Efficient block preconditioners for the coupled equations of pressure and deformation in highly discontinuous media
SUMMARY: Large‐scale simulations of flow in deformable porous media require efficient iterative methods for solving the involved systems of linear algebraic equations. Construction of efficient iterative methods is particularly challenging in problems with large jumps in material properties, which is often the case in geological applications, such as basin evolution at regional scales. The success of iterative methods for this type of problems depends strongly on finding effective preconditioners. This paper investigates how the block‐structured matrix system arising from single‐phase flow in elastic porous media should be preconditioned, in particular for highly discontinuous permeability and significant jumps in elastic properties. The most promising preconditioner combines algebraic multigrid with a Schur complement‐based exact block decomposition. The paper compares numerous block preconditioners with the aim of providing guidelines on how to formulate efficient preconditioners. Copyright © 2010 John Wiley & Sons, Ltd.
- 6 December 2010
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 35 (13) , 1466-1482
Efficient block preconditioners for the coupled equations of pressure and deformation in highly discontinuous media
SUMMARY: Large‐scale simulations of flow in deformable porous media require efficient iterative methods for solving the involved systems of linear algebraic equations. Construction of efficient iterative methods is particularly challenging in problems with large jumps in material properties, which is often the case in geological applications, such as basin evolution at regional scales. The success of iterative methods for this type of problems depends strongly on finding effective preconditioners. This paper investigates how the block‐structured matrix system arising from single‐phase flow in elastic porous media should be preconditioned, in particular for highly discontinuous permeability and significant jumps in elastic properties. The most promising preconditioner combines algebraic multigrid with a Schur complement‐based exact block decomposition. The paper compares numerous block preconditioners with the aim of providing guidelines on how to formulate efficient preconditioners. Copyright © 2010 John Wiley & Sons, Ltd.