Computations of size effects in granular bodies within micro-polar hypoplasticity during plane strain compression
From MaRDI portal
Publication:1013838
DOI10.1016/J.IJSOLSTR.2007.10.007zbMath1159.74337OpenAlexW2037173760MaRDI QIDQ1013838
Publication date: 23 April 2009
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2007.10.007
Latin hypercube samplingshear localizationsize effectsvoid ratiomicro-polar hypoplasticityplane strain compression test
Related Items (6)
FE-investigations of micro-polar boundary conditions along interface between soil and structure ⋮ Discrete simulations of shear zone patterning in sand in Earth pressure problems of a retaining wall ⋮ Nonlocal regularisation of a model based on breakage mechanics for granular materials ⋮ Boundary effects on behaviour of granular material 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
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- FE-studies on shear localization in an anisotropic micro-polar hypoplastic granular material
- FE-investigations of a deterministic and statistical size effect in granular bodies within a micro-polar hypoplasticity
- Numerical study on patterning of shear bands in a Cosserat continuum
- Size sensitivity for the reliability index in stochastic finite element analysis of damage
- Shells with random geometric imperfections simulation-based approach
- Effect of fabric anisotropy on shear localization in sand during plane strain compression
- 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
- Yield surfaces and principle of superposition: Revisit through incrementally nonlinear constitutive relations
- Seismo-hypoplasticity with a granular temperature
- A hypoplastic constitutive model for clays
- Stress distribution in granular heaps using multi-slip formulation
- Simulation of nonhomogeneous random fields for structural applications
- 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: Computations of size effects in granular bodies within micro-polar hypoplasticity during plane strain compression
