Effect of fabric anisotropy on shear localization in sand during plane strain compression
From MaRDI portal
Publication:876566
DOI10.1007/s00707-006-0416-6zbMath1127.74011OpenAlexW1993942794MaRDI QIDQ876566
J. Tejchman, Wei Wu, Erich Bauer
Publication date: 19 April 2007
Published in: Acta Mechanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00707-006-0416-6
Anisotropy in solid mechanics (74E10) Finite element methods applied to problems in solid mechanics (74S05) Granularity (74E20) Soil and rock mechanics (74L10)
Related Items (6)
Macroscopic model with anisotropy based on micro-macro information ⋮ Boundary effects on behaviour of granular material during plane strain compression ⋮ Computations of size effects in granular bodies within micro-polar hypoplasticity during plane strain compression ⋮ Modeling of bearing capacity of footings on sand within stochastic micro-polar hypoplasticity ⋮ Non-coaxiality and stress-dilatancy rule in granular materials: FE investigation within micro-polar hypoplasticity ⋮ Numerical simulation of fabric anisotropy and strain localization of sand under simple shear
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Numerical study on patterning of shear bands in a Cosserat continuum
- Patterns of shear zones in granular bodies within a polar hypoplastic continuum.
- Stereological determination of structural anisotropy
- Material rate dependence and mesh-sensitivity in localization problems
- A mathematical modification of two surface model formulation in plasticity
- A gradient flow theory of plasticity for granular materials
- A new representation theorem for isotropic functions: An answer to Professor G. F. Smith's criticism of my papers on representations for isotropic functions I: Scalar-valued isotropic functions
- Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
- One-dimensional localisation studied with a second grade model
- Finite element analysis of localization of deformation and fluid pressure in an elastoplastic porous medium
- Investigations of shear banding in an anisotropic hypoplastic material
- Yield surfaces and principle of superposition: Revisit through incrementally nonlinear constitutive relations
- High resolution two-dimensional shear band computations: Imperfections and mesh dependence
- Dynamic strain localization in elasto-(visco-)plastic solids. I: General formulation and one-dimensional examples
- Simulation of localization failure with strain-gradient-enhanced damage mechanics
- A higher-order triangular plate bending element revisited
- A general formulation of hypoplasticity
- A hypoplastic constitutive model for clays
- Shear band inclination and shear modulus of sand in biaxial tests
- Gradient-dependent plasticity: Formulation and algorithmic aspects
- Simulation of nonhomogeneous random fields for structural applications
- A visco-plastic constitutive model for granular soils modified according to non-local and gradient approaches
- FE-studies on the influence of initial void ratio, pressure level and mean grain diameter on shear localization
- Formulation of a unified constitutive model for clays and sands
- Plane strain finite element analysis of pressure sensitive plasticity with strong discontinuity
This page was built for publication: Effect of fabric anisotropy on shear localization in sand during plane strain compression
