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A nonlinear anisotropic hyperelastic formulation for granular materials: comparison with existing models and validation
Abstract In this paper, the nonlinear anisotropic hyperelastic model recently proposed by Houlsby et al. (2019) is critically analysed and validated against experimental data. The model, here mainly discussed in terms of its strain energy function, is initially compared to existing formulations for the cases of nonlinear isotropic, linear anisotropic and the complete nonlinear anisotropic formulation. It is observed that the proposed model, which employs very few material parameters, encompasses most, but not all, of the existing anisotropic hyperelastic ones and provides a satisfactory fitting to laboratory experimental data observed on both sands and clays.
A nonlinear anisotropic hyperelastic formulation for granular materials: comparison with existing models and validation
Abstract In this paper, the nonlinear anisotropic hyperelastic model recently proposed by Houlsby et al. (2019) is critically analysed and validated against experimental data. The model, here mainly discussed in terms of its strain energy function, is initially compared to existing formulations for the cases of nonlinear isotropic, linear anisotropic and the complete nonlinear anisotropic formulation. It is observed that the proposed model, which employs very few material parameters, encompasses most, but not all, of the existing anisotropic hyperelastic ones and provides a satisfactory fitting to laboratory experimental data observed on both sands and clays.
A nonlinear anisotropic hyperelastic formulation for granular materials: comparison with existing models and validation
Amorosi, Angelo (author) / Rollo, Fabio (author) / Houlsby, Guy T. (author)
Acta Geotechnica ; 15
2019
Article (Journal)
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
DDC:
624.15105
Formulation of Anisotropic Strength Criteria for Cohesionless Granular Materials
| Online Contents | 2016