Failure in geomaterials: continuous and discrete analyses
From MaRDI portal
Publication:704515
DOI10.1016/j.cma.2003.11.011zbMath1067.74565OpenAlexW2141927191MaRDI QIDQ704515
H. D. V. Khoa, Félix Darve, Farid Laouafa, Géraldine Servant
Publication date: 13 January 2005
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.cma.2003.11.011
Related Items
Wave speeds, shear bands and the second-order work for incrementally nonlinear constitutive models, Micro-macro analysis of granular material behavior along proportional strain paths, Bifurcation in granular materials: an attempt for a unified framework, Assumed enhanced strain and the extended finite element methods: a unification of concepts, Critical state plasticity. VI: Meso-scale finite element simulation of strain localization in discrete granular materials, Second-order work criterion: from material point to boundary value problems, DEM Modelling in Geomechanics: Some Recent Breakthroughs, A generic computational model for three-dimensional fracture and fragmentation problems of quasi-brittle materials, Stability in geomechanics, experimental and numerical analyses, Diffuse and localized failure modes: Two competing mechanisms
Cites Work
- A general theory of uniqueness and stability in elastic-plastic solids
- Uniqueness and localization -- I: Associative and non-associative elastoplasticity
- Existence and uniqueness theorems for boundary value problems involving incrementally nonlinear models
- Yield surfaces and principle of superposition: Revisit through incrementally nonlinear constitutive relations
- Incremental constitutive law for sands and clays: Simulations of monotonic and cyclic tests
- CLoE, a new rate‐type constitutive model for geomaterials theoretical basis and implementation
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
