2009
DOI: 10.1016/j.jcp.2009.07.019
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Coupling Biot and Navier–Stokes equations for modelling fluid–poroelastic media interaction

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Cited by 129 publications
(135 citation statements)
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“…Fixed-point of Newton methods can be used for the linearization of the Navier-Stokes/Biot coupled system. To solve the linear fluid-poroelastic-structure interaction problem, in [107,18] several methods are proposed based both on the so-called monolytic approach and on domain decomposition methods. In the first case the linear system obtained after time and space discretizations is solved using direct or iterative methods with ad-hoc preconditioners (see [108,17,16]).…”
Section: Draft --Draft --Draft --Draft --Draft -mentioning
confidence: 99%
See 1 more Smart Citation
“…Fixed-point of Newton methods can be used for the linearization of the Navier-Stokes/Biot coupled system. To solve the linear fluid-poroelastic-structure interaction problem, in [107,18] several methods are proposed based both on the so-called monolytic approach and on domain decomposition methods. In the first case the linear system obtained after time and space discretizations is solved using direct or iterative methods with ad-hoc preconditioners (see [108,17,16]).…”
Section: Draft --Draft --Draft --Draft --Draft -mentioning
confidence: 99%
“…8.4 and 10, respectively, for fluid-groundwater coupling. We refer to [107,18] for an extensive analysis of these methods and for several numerical results.…”
Section: Draft --Draft --Draft --Draft --Draft -mentioning
confidence: 99%
“…In particular, the emergence of strongly engineered geological systems such as CO 2 storage [31, 33], geothermal energy [35], and shale-gas extraction all require analysis of the coupling of fluid flow and deformation. Beyond the subsurface, physiological processes are increasingly simulated, exploiting the Biot models [8].With this motivation, we consider the following model problem poroelastic media [9]: …”
mentioning
confidence: 99%
“…In Fig. 6, for different 6,7,8), the robustness of the proposed multigrid method with the Vanka smoother is displayed for different values of K and ν and different grid sizes. The maximum norm of the residual divided by the maximum norm of the right-hand side is plotted in logarithmic scale against the number of multigrid cycles necessary to fulfill the stopping criterion.…”
Section: Multigrid Convergence With Different Parametersmentioning
confidence: 99%
“…We take the data from the experiment in [7]. The final time is T = 0.01 and the time step is τ = 1.25 × 10 −3 .…”
Section: Two-block Realistic Testmentioning
confidence: 99%