A thermodynamics-based model for brittle to ductile behaviour and localised failure of porous rocks
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TL;DR: In this paper, a thermodynamics-based constitutive model for describing the macro-mechanical behavior of porous rocks is presented, based on generalised thermodynamics, or thermodynamics with internal variables (TIV), to guarantee the thermodynamics admissibility of the results.
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About: This article is published in International Journal of Solids and Structures. The article was published on 01 Nov 2018. and is currently open access. The article focuses on the topics: Shearing (physics).
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Citations
Brittle-ductile failure transition in geomaterials modeled by a modified phase-field method with a varying damage-driving energy coefficient
Tao You,Haim Waisman,Qi-Zhi Zhu +2 more
TL;DR: In this article, a modified phase-field damage model is proposed to capture the brittle-ductile failure transition, wherein a portion χ f of the plastic work that contributes to the fracture driving force is assumed.
56
An elastoplastic damage constitutive model for frozen soil based on the super/subloading yield surfaces
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25
A phase‐field approach for compaction band formation due to grain crushing
TL;DR: In this article , a phase-field approach for capturing the formation and propagation of compaction bands is proposed, where the fracture energy utilized in classic phase field formulations is interpreted to be driven by grain crushing and is characterized by breakage mechanics theory.
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Thermomechanics for Geological, Civil Engineering and Geodynamic Applications: Rate-Dependent Critical State Line Models
TL;DR: In this article, a thermodynamic extension of the thermomechanics theory to account for poromechanic complexity of path-and rate-dependent critical state line models for porous rocks is presented.
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Constitutive modelling of partially saturated soils: Hydro-mechanical coupling in a generic thermodynamics-based formulation
TL;DR: In this article, a generic thermodynamics-based approach is proposed to coupling the effects of deformation and saturation in modelling partially saturated soils taking into account the interdependence of all internal variables.
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