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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 106
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by:
Paper 85
On Modelling Nonlinear Phenomena in Deforming Heterogeneous Media using Homogenization and Sensitivity Analysis Concepts E. Rohan and V. Lukeš
European Centre of Excellence, NTIS New Technologies for Information Society, Faculty of Applied Sciences, University of West Bohemia, Pilsen, Czech Republic , "On Modelling Nonlinear Phenomena in Deforming Heterogeneous Media using Homogenization and Sensitivity Analysis Concepts", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 85, 2014. doi:10.4203/ccp.106.85
Keywords: multiscale modelling, porous media, Biot model, homogenization, sensitivity analysis, nonlinear problems..
Summary
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.
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