A size-dependent constitutive modelling framework for localised failure analysis
DOI10.1007/s00466-016-1293-zzbMath1398.74377OpenAlexW2340762819WikidataQ113327519 ScholiaQ113327519MaRDI QIDQ310275
Giang D. Nguyen, Ha H. Bui, Chi T. Nguyen, Vinh Phu Nguyen, Lu-Ming Shen
Publication date: 8 September 2016
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-016-1293-z
Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05) Fracture and damage (74R99) Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)
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- A multiresolution continuum simulation of the ductile fracture process
- Towards a generalization of a discrete strong discontinuity approach
- Brittle response of concrete as a localization problem
- A general theory of uniqueness and stability in elastic-plastic solids
- Meso-scale approach to modelling the fracture process zone of concrete subjected to uniaxial tension
- A finite element method for localized failure analysis
- A finite element with embedded localization zones
- Shear band formation in plane strain
- Properties of discontinuous bifurcation solutions in elasto-plasticity
- Cam-Clay plasticity. II: Implicit integration of constitutive equation based on a nonlinear elastic stress predictor
- Discontinuous bifurcations of elastic-plastic solutions at plane stress and plane strain
- Computational inelasticity
- Discontinuous failure analysis for mode-I and mode-II localization problems
- Finite element simulations of shear localization in plate impact
- Numerical simulations of fast crack growth in brittle solids
- Embedded localization band in undrained soil based on regularized strong discontinuity -- theory and FE-analysis
- Discontinuous bifurcation states for associated smooth plasticity and damage with isotropic elasticity
- Bifurcations in elastic-plastic materials
- A finite element model for strain localization analysis of strongly discontinuous fields based on standard Galerkin approximation
- A particle method for history-dependent materials
- Strong discontinuities and continuum plasticity models: the strong discontinuity approach.
- A damage model with evolving nonlocal interactions
- Concurrent multiresolution finite element: formulation and algorithmic aspects
- On the modeling of highly localized deformations induced by material failure: the strong discontinuity approach
- Multiple shear band development and related instabilities in granular materials
- Elastic properties of reinforced solids: Some theoretical principles
- Assumed enhanced strain and the extended finite element methods: a unification of concepts
- A new method for modelling cohesive cracks using finite elements
- On failure criteria for anisotropic cohesive-frictional materials
- Multiscale methods for mechanical science of complex materials: Bridging from quantum to stochastic multiresolution continuum
- Continuum-discontinuum modelling of shear bands
- Embedded strong discontinuity finite elements for fractured geomaterials with variable friction
- Shear band inclination and shear modulus of sand in biaxial tests
- Numerical analysis of concrete fracture based on a homogenization technique
- Stresses in nearly incompressible materials by finite elements with application to the calculation of excess pore pressures
- Non-local damage modelling of concrete: a procedure for the determination of model parameters
- Soil mechanics and plastic analysis or limit design
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