On the influence of non-linearity within two-phase poro-elasticity: Numerical examples and counterexamples

Porous materials can be described either by Biot’s consolidation theory or the Theory of Porous Media (TPM). Depending on the loading regime, permeability or compressibility of the solid matrix, either small or finite deformations occur. Numerical solution procedures for the case of finite deformati...

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Main Authors: Maximilian Brodbeck, Franziska S. Egli, Marlon Suditsch, Seyed Morteza Seyedpour, Tim Ricken
Format: Article
Language:English
Published: Elsevier 2024-12-01
Series:Examples and Counterexamples
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Online Access:http://www.sciencedirect.com/science/article/pii/S2666657X24000338
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author Maximilian Brodbeck
Franziska S. Egli
Marlon Suditsch
Seyed Morteza Seyedpour
Tim Ricken
author_facet Maximilian Brodbeck
Franziska S. Egli
Marlon Suditsch
Seyed Morteza Seyedpour
Tim Ricken
author_sort Maximilian Brodbeck
collection DOAJ
description Porous materials can be described either by Biot’s consolidation theory or the Theory of Porous Media (TPM). Depending on the loading regime, permeability or compressibility of the solid matrix, either small or finite deformations occur. Numerical solution procedures for the case of finite deformation are prone to instabilities and computationally costly. Simplified models assuming small deformations increase stability of the solution process. Within this work, limitations of two simplified models in comparison with the fully non-linear TPM are studied. Therefore a Mandel-like problem is considered. Differences arise especially for rapid consolidation processes and for elongations larger than 3%. It can be further shown, that the simplified models have an inherent mass error.
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institution Kabale University
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series Examples and Counterexamples
spelling doaj-art-b5930cc76b164985aa96941bbdde7aaf2024-12-19T11:00:58ZengElsevierExamples and Counterexamples2666-657X2024-12-016100167On the influence of non-linearity within two-phase poro-elasticity: Numerical examples and counterexamplesMaximilian Brodbeck0Franziska S. Egli1Marlon Suditsch2Seyed Morteza Seyedpour3Tim Ricken4Institute of Structural Mechanics and Dynamics in Aerospace Engineering, Faculty of Aerospace Engineering and Geodesy, University of Stuttgart, Pfaffenwaldring 27, Stuttgart, 70569, GermanyInstitute of Structural Mechanics and Dynamics in Aerospace Engineering, Faculty of Aerospace Engineering and Geodesy, University of Stuttgart, Pfaffenwaldring 27, Stuttgart, 70569, GermanyInstitute of Structural Mechanics and Dynamics in Aerospace Engineering, Faculty of Aerospace Engineering and Geodesy, University of Stuttgart, Pfaffenwaldring 27, Stuttgart, 70569, GermanyInstitute of Structural Mechanics and Dynamics in Aerospace Engineering, Faculty of Aerospace Engineering and Geodesy, University of Stuttgart, Pfaffenwaldring 27, Stuttgart, 70569, Germany; Porous Media Laboratory, Institute of Structural Mechanics and Dynamics in Aerospace Engineering, Faculty of Aerospace Engineering and Geodesy, University of Stuttgart, Pfaffenwaldring 27, Stuttgart, 70569, GermanyInstitute of Structural Mechanics and Dynamics in Aerospace Engineering, Faculty of Aerospace Engineering and Geodesy, University of Stuttgart, Pfaffenwaldring 27, Stuttgart, 70569, Germany; Porous Media Laboratory, Institute of Structural Mechanics and Dynamics in Aerospace Engineering, Faculty of Aerospace Engineering and Geodesy, University of Stuttgart, Pfaffenwaldring 27, Stuttgart, 70569, Germany; Corresponding author at: Institute of Structural Mechanics and Dynamics in Aerospace Engineering, Faculty of Aerospace Engineering and Geodesy, University of Stuttgart, Pfaffenwaldring 27, Stuttgart, 70569, Germany.Porous materials can be described either by Biot’s consolidation theory or the Theory of Porous Media (TPM). Depending on the loading regime, permeability or compressibility of the solid matrix, either small or finite deformations occur. Numerical solution procedures for the case of finite deformation are prone to instabilities and computationally costly. Simplified models assuming small deformations increase stability of the solution process. Within this work, limitations of two simplified models in comparison with the fully non-linear TPM are studied. Therefore a Mandel-like problem is considered. Differences arise especially for rapid consolidation processes and for elongations larger than 3%. It can be further shown, that the simplified models have an inherent mass error.http://www.sciencedirect.com/science/article/pii/S2666657X24000338Poro-elasticityMandel like problemBiotTheory of Porous MediaNondimensionalisationMass conservation
spellingShingle Maximilian Brodbeck
Franziska S. Egli
Marlon Suditsch
Seyed Morteza Seyedpour
Tim Ricken
On the influence of non-linearity within two-phase poro-elasticity: Numerical examples and counterexamples
Examples and Counterexamples
Poro-elasticity
Mandel like problem
Biot
Theory of Porous Media
Nondimensionalisation
Mass conservation
title On the influence of non-linearity within two-phase poro-elasticity: Numerical examples and counterexamples
title_full On the influence of non-linearity within two-phase poro-elasticity: Numerical examples and counterexamples
title_fullStr On the influence of non-linearity within two-phase poro-elasticity: Numerical examples and counterexamples
title_full_unstemmed On the influence of non-linearity within two-phase poro-elasticity: Numerical examples and counterexamples
title_short On the influence of non-linearity within two-phase poro-elasticity: Numerical examples and counterexamples
title_sort on the influence of non linearity within two phase poro elasticity numerical examples and counterexamples
topic Poro-elasticity
Mandel like problem
Biot
Theory of Porous Media
Nondimensionalisation
Mass conservation
url http://www.sciencedirect.com/science/article/pii/S2666657X24000338
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