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Uniformly well-posed hybridized discontinuous Galerkin/hybrid mixed discretizations for Biot's consolidation model
We consider the quasi-static Biot's consolidation model in a three-field formulation with the three unknown physical quantities of interest being the displacement \(\boldsymbol{u}\) of the solid matrix, the seepage velocity \(\boldsymbol{v}\) of the fluid and the pore pressure \(p\). As conserv...
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description | We consider the quasi-static Biot's consolidation model in a three-field formulation with the three unknown physical quantities of interest being the displacement \(\boldsymbol{u}\) of the solid matrix, the seepage velocity \(\boldsymbol{v}\) of the fluid and the pore pressure \(p\). As conservation of fluid mass is a leading physical principle in poromechanics, we preserve this property using an \(\boldsymbol{H}(\operatorname{div})\)-conforming ansatz for \(\boldsymbol{u}\) and \(\boldsymbol{v}\) together with an appropriate pressure space. This results in Stokes and Darcy stability and exact, that is, pointwise mass conservation of the discrete model. The proposed discretization technique combines a hybridized discontinuous Galerkin method for the elasticity subproblem with a mixed method for the flow subproblem, also handled by hybridization. The latter allows for a static condensation step to eliminate the seepage velocity from the system while preserving mass conservation. The system to be solved finally only contains degrees of freedom related to \(\boldsymbol{u}\) and \(p\) resulting from the hybridization process and thus provides, especially for higher-order approximations, a very cost-efficient family of physics-oriented space discretizations for poroelasticity problems. We present the construction of the discrete model, theoretical results related to its uniform well-posedness along with optimal error estimates and parameter-robust preconditioners as a key tool for developing uniformly convergent iterative solvers. Finally, the cost-efficiency of the proposed approach is illustrated in a series of numerical tests for three-dimensional test cases. |
doi_str_mv | 10.48550/arxiv.2012.08584 |
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As conservation of fluid mass is a leading physical principle in poromechanics, we preserve this property using an \(\boldsymbol{H}(\operatorname{div})\)-conforming ansatz for \(\boldsymbol{u}\) and \(\boldsymbol{v}\) together with an appropriate pressure space. This results in Stokes and Darcy stability and exact, that is, pointwise mass conservation of the discrete model. The proposed discretization technique combines a hybridized discontinuous Galerkin method for the elasticity subproblem with a mixed method for the flow subproblem, also handled by hybridization. The latter allows for a static condensation step to eliminate the seepage velocity from the system while preserving mass conservation. The system to be solved finally only contains degrees of freedom related to \(\boldsymbol{u}\) and \(p\) resulting from the hybridization process and thus provides, especially for higher-order approximations, a very cost-efficient family of physics-oriented space discretizations for poroelasticity problems. We present the construction of the discrete model, theoretical results related to its uniform well-posedness along with optimal error estimates and parameter-robust preconditioners as a key tool for developing uniformly convergent iterative solvers. 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As conservation of fluid mass is a leading physical principle in poromechanics, we preserve this property using an \(\boldsymbol{H}(\operatorname{div})\)-conforming ansatz for \(\boldsymbol{u}\) and \(\boldsymbol{v}\) together with an appropriate pressure space. This results in Stokes and Darcy stability and exact, that is, pointwise mass conservation of the discrete model. The proposed discretization technique combines a hybridized discontinuous Galerkin method for the elasticity subproblem with a mixed method for the flow subproblem, also handled by hybridization. The latter allows for a static condensation step to eliminate the seepage velocity from the system while preserving mass conservation. The system to be solved finally only contains degrees of freedom related to \(\boldsymbol{u}\) and \(p\) resulting from the hybridization process and thus provides, especially for higher-order approximations, a very cost-efficient family of physics-oriented space discretizations for poroelasticity problems. We present the construction of the discrete model, theoretical results related to its uniform well-posedness along with optimal error estimates and parameter-robust preconditioners as a key tool for developing uniformly convergent iterative solvers. 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As conservation of fluid mass is a leading physical principle in poromechanics, we preserve this property using an \(\boldsymbol{H}(\operatorname{div})\)-conforming ansatz for \(\boldsymbol{u}\) and \(\boldsymbol{v}\) together with an appropriate pressure space. This results in Stokes and Darcy stability and exact, that is, pointwise mass conservation of the discrete model. The proposed discretization technique combines a hybridized discontinuous Galerkin method for the elasticity subproblem with a mixed method for the flow subproblem, also handled by hybridization. The latter allows for a static condensation step to eliminate the seepage velocity from the system while preserving mass conservation. The system to be solved finally only contains degrees of freedom related to \(\boldsymbol{u}\) and \(p\) resulting from the hybridization process and thus provides, especially for higher-order approximations, a very cost-efficient family of physics-oriented space discretizations for poroelasticity problems. We present the construction of the discrete model, theoretical results related to its uniform well-posedness along with optimal error estimates and parameter-robust preconditioners as a key tool for developing uniformly convergent iterative solvers. Finally, the cost-efficiency of the proposed approach is illustrated in a series of numerical tests for three-dimensional test cases.</abstract><cop>Ithaca</cop><pub>Cornell University Library, arXiv.org</pub><doi>10.48550/arxiv.2012.08584</doi><oa>free_for_read</oa></addata></record> |
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subjects | Computational fluid dynamics Conservation Consolidation Galerkin method Iterative methods Parameter estimation Parameter robustness Robustness (mathematics) Seepage Well posed problems |
title | Uniformly well-posed hybridized discontinuous Galerkin/hybrid mixed discretizations for Biot's consolidation model |
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