International audienceThe present work proposes an approach to adapt existing isotropic models to transversely isotropic materials. The main idea is to introduce equivalence relations between the real material and a fictitious isotropic one on which one can take all the advantages of the well-established isotropic theory. Two applications of this approach are presented here: a failure criterion and a damage model that takes into account the load-induced anisotropy. In both cases, theoretical predictions are in agreement with the experimental data. In the present paper, the developed approach is applied to sedimentary rock materials; nevertheless, it can be generalized to any material that exhibits transverse isotropy
International audienceOf interest in this paper is the description of damage evolution in anisotropi...
International audienceOf interest in this paper is the description of damage evolution in anisotropi...
The strength of soils and rocks is greatly influenced by cross anisotropy which cannot be properly c...
International audienceThe present work proposes an approach to adapt existing isotropic models to tr...
International audienceIn a nuclear disposal project, the damage of the hosting rock is a capital iss...
International audienceIn a nuclear disposal project, the damage of the hosting rock is a capital iss...
International audienceFailure and long-term behaviour of oriented solids are studied. Transversely i...
International audienceFailure and long-term behaviour of oriented solids are studied. Transversely i...
International audienceFailure and long-term behaviour of oriented solids are studied. Transversely i...
A modified failure criterion is proposed to determine the strength of transversely isotropic rocks. ...
Summarization: In the present work two basic aspects of the theory of anisotropic elasticity are stu...
The mechanical characteristics of transversely isotropic rocks are significantly different under var...
A unifying framework is developed for the analysis of brittle materials. Heretofore diverse classes ...
International audienceAn anisotropic constitutive model is proposed in this paper accounting for bot...
International audienceOf interest in this paper is the description of damage evolution in anisotropi...
International audienceOf interest in this paper is the description of damage evolution in anisotropi...
International audienceOf interest in this paper is the description of damage evolution in anisotropi...
The strength of soils and rocks is greatly influenced by cross anisotropy which cannot be properly c...
International audienceThe present work proposes an approach to adapt existing isotropic models to tr...
International audienceIn a nuclear disposal project, the damage of the hosting rock is a capital iss...
International audienceIn a nuclear disposal project, the damage of the hosting rock is a capital iss...
International audienceFailure and long-term behaviour of oriented solids are studied. Transversely i...
International audienceFailure and long-term behaviour of oriented solids are studied. Transversely i...
International audienceFailure and long-term behaviour of oriented solids are studied. Transversely i...
A modified failure criterion is proposed to determine the strength of transversely isotropic rocks. ...
Summarization: In the present work two basic aspects of the theory of anisotropic elasticity are stu...
The mechanical characteristics of transversely isotropic rocks are significantly different under var...
A unifying framework is developed for the analysis of brittle materials. Heretofore diverse classes ...
International audienceAn anisotropic constitutive model is proposed in this paper accounting for bot...
International audienceOf interest in this paper is the description of damage evolution in anisotropi...
International audienceOf interest in this paper is the description of damage evolution in anisotropi...
International audienceOf interest in this paper is the description of damage evolution in anisotropi...
The strength of soils and rocks is greatly influenced by cross anisotropy which cannot be properly c...