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  • This paper is concerned with modeling nonlinear effects in deforming porous fluid saturated media. The proposed modelling approaches are based on the homogenization of quasistatic fluid-structure interaction whereby the material derivative is considered as a tool for linearisation. Assuming the linear kinematics framework for the first proposed model, the nonlinearity in the Biot continuum is introduced in terms of the material coefficients which are expressed as linear functions of the macroscopic response. These functions are obtained by the sensitivity analysis of the homogenized coefficients computed for a given geometry of the porous structure which transforms as a result of the local deformation. The second model is derived in the framework of the Eulerian formulation allowing for the large deformation kinematics. The proposed sensitivity analysis approach to handle deformation-dependent material coefficients avoids solving local microscopic problems for updated configurations. It appears that difference between the linear and nonlinear models depends also on the microstructure of the porous medium; this observation is supported by the numerical examples.
  • This paper is concerned with modeling nonlinear effects in deforming porous fluid saturated media. The proposed modelling approaches are based on the homogenization of quasistatic fluid-structure interaction whereby the material derivative is considered as a tool for linearisation. Assuming the linear kinematics framework for the first proposed model, the nonlinearity in the Biot continuum is introduced in terms of the material coefficients which are expressed as linear functions of the macroscopic response. These functions are obtained by the sensitivity analysis of the homogenized coefficients computed for a given geometry of the porous structure which transforms as a result of the local deformation. The second model is derived in the framework of the Eulerian formulation allowing for the large deformation kinematics. The proposed sensitivity analysis approach to handle deformation-dependent material coefficients avoids solving local microscopic problems for updated configurations. It appears that difference between the linear and nonlinear models depends also on the microstructure of the porous medium; this observation is supported by the numerical examples. (en)
Title
  • On Modelling Nonlinear Phenomena in Deforming Heterogeneous Media using Homogenization and Sensitivity Analysis Concepts
  • On Modelling Nonlinear Phenomena in Deforming Heterogeneous Media using Homogenization and Sensitivity Analysis Concepts (en)
skos:prefLabel
  • On Modelling Nonlinear Phenomena in Deforming Heterogeneous Media using Homogenization and Sensitivity Analysis Concepts
  • On Modelling Nonlinear Phenomena in Deforming Heterogeneous Media using Homogenization and Sensitivity Analysis Concepts (en)
skos:notation
  • RIV/49777513:23520/14:43923613!RIV15-GA0-23520___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(ED1.1.00/02.0090), P(GA13-00863S)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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  • 34326
http://linked.open...ai/riv/idVysledku
  • RIV/49777513:23520/14:43923613
http://linked.open...riv/jazykVysledku
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  • nonlinear problems.; sensitivity analysis; homogenization; Biot model; porous media; Multiscale modelling (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [2EEC8F6E868E]
http://linked.open...v/mistoKonaniAkce
  • Naples, Italy
http://linked.open...i/riv/mistoVydani
  • Stirlingshire
http://linked.open...i/riv/nazevZdroje
  • Proceedings of the Twelfth International Conference on Computational Structures Technology
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Lukeš, Vladimír
  • Rohan, Eduard
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
issn
  • 1759-3433
number of pages
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  • Civil Comp Press
https://schema.org/isbn
  • 978-1-905088-61-4
http://localhost/t...ganizacniJednotka
  • 23520
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