Non-linear analysis of shear band formation in sand
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Publication:4484644
DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(200003)24:3<245::AID-NAG52>3.0.CO;2-C" /><245::AID-NAG52>3.0.CO;2-C 10.1002/(SICI)1096-9853(200003)24:3<245::AID-NAG52>3.0.CO;2-CzbMath0955.74044OpenAlexW2080628965MaRDI QIDQ4484644
Publication date: 21 February 2001
Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(200003)24:3<245::aid-nag52>3.0.co;2-c
sandgranular materialsfailure surfacefailure mechanismprincipal stress spacelower bound solutionnonlinear constitutive equationlocalized bifurcationnecessary condition for onset of shear band
Related Items (7)
Wave speeds, shear bands and the second-order work for incrementally nonlinear constitutive models ⋮ On high-order hypoplastic models for granular materials ⋮ Simulation and interpretation of diffuse mode bifurcation of elastoplastic solids. ⋮ Diffuse mode bifurcation of soil causing convection-like shear investigated by group-theoretic image analysis ⋮ Micropolar hypoplasticity for persistent shear band in heterogeneous granular materials ⋮ Strain-gradient extension of hypoplasticity ⋮ Bifurcation analysis for shear localization in non-polar and micro-polar hypoplastic continua
Cites Work
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- A note on some features of the theory of localization of deformation
- Material instability and strain-rate discontinuities in incrementally nonlinear continua
- Localized bifurcation in hypoplasticity
- Shear band inclination and shear modulus of sand in biaxial tests
- Bifurcation analysis for sand samples with a non-linear constitutive equation
- CLoE, a new rate‐type constitutive model for geomaterials theoretical basis and implementation
- BEYOND FAILURE IN GRANULAR MATERIALS
- A simple hypoplastic constitutive model for sand
- Hypoplastic constitutive equation with internal variables
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