2009
DOI: 10.1007/s12572-009-0001-z
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Challenges of porous media models in geo- and biomechanical engineering including electro-chemically active polymers and gels

Abstract: Miscible multi-component materials like classical mixtures as well as immiscible materials like saturated and partially saturated porous media can be successfully described on the common basis of the well-founded Theory of Mixtures (TM) or the Theory of Porous Media (TPM). In particular, both the TM and the TPM provide an excellent framework for a macroscopic description of a broad variety of applications ranging, for example, from standard and sophisticated problems in geomechanics via biomechanical applicati… Show more

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Cited by 89 publications
(80 citation statements)
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“…[3]. Therein, the processes on the microstructure are volumetrically homogenised over a representative element volume (REV) yielding a macroscopic multi-component model, cf.…”
Section: Continuum-mechanical Modelling Approachmentioning
confidence: 99%
“…[3]. Therein, the processes on the microstructure are volumetrically homogenised over a representative element volume (REV) yielding a macroscopic multi-component model, cf.…”
Section: Continuum-mechanical Modelling Approachmentioning
confidence: 99%
“…Here, the developed constitutive model is based on the well-founded TPM. Therefore, a homogenisation process over a representative elementary volume (REV) is performed, see [2]. The balance relations are derived in analogy to the balance relations of classical, singlephasic continuum mechanics but allow for interactions between the constituents by so-called production terms.…”
Section: Modelling Approachmentioning
confidence: 99%
“…In order to evaluate the overall response of these materials, a macroscopic continuum-mechanical modelling approach is used. Therefore, the complex inner structure is regarded in a multi-phasic and multi-component manner by means of the TPM, see [2]. The mechanical behaviour is solved using the FEM, see [3].…”
Section: Introductionmentioning
confidence: 99%
“…However, a detailed micro-mechanical modelling exhibits the drawback that all geometrical and physical conditions of the individual parts of the complex macroscopic aggregate have to be known. Therefore, we rather proceed from a macroscopic continuum-mechanical modelling approach, which is based on the well-founded Theory of Porous Media (TPM), cf., e. g., [2] and citations therein. The ternary bone-cement-injection model, described in [1], is basically constituted via…”
Section: Multicomponent Modelling Approach For Bone-cement Injectionsmentioning
confidence: 99%
“…In Equation (2) 2 , the overall Cauchy stress T = T S E −p I contains the overall pore pressure p = s C p CR +s M p M R . The solid extra-stress T S E is described by an isotropic finite Neo-Hookean elasticity law, cf., e. g., [2]. Finally, a constitutive equation to specify the pore-liquid volume fractions n C and n M from the porosity n…”
Section: Multicomponent Modelling Approach For Bone-cement Injectionsmentioning
confidence: 99%