Heterogeneity of granular materials triggers shear zone formation. In the paper, the FE-analysis of the effect of the material heterogeneity on the formation of a spontaneous shear zone inside of granular materials during a plane strain compression test is presented. The numerical calculations are performed with a finite element method on the basis of a hypoplastic constitutive law extended by polar quantities: rotations, curvatures and couple stresses. A mean grain diameter is used as a characteristic length. The constitutive law takes into account the effect of pressure, void ratio, direction of deformation rate and mean grain diameter on the behaviour of granular bodies. The heterogeneity in the granular body is assumed in the form of sp...
In biaxial compression tests, the stress calculations based on boundary information underestimate th...
The paper deals with the effect of grain crushing on shear localization in granular materials in an ...
A micromechanics approach of elasto-plastic stress-strain model for granular material based on stati...
The paper presents a FE-analysis of a spontaneous shear localization inside non-cohesive sand during...
The paper presents a FE-analysis of shear localisation in granular bodies by a finite element method...
The paper deals with investigations of the effect of the stochastic distribution of the initial void...
AbstractThe numerical investigations of size effects in granular bodies during a plane strain compre...
The paper focuses on the numerical analysis of the effect of texturial anisotropy on shear localizat...
The paper deals with numerical investigations on the patterning of shear zones in granular bodies. T...
Summary A spontaneous shear localization in granular bodies is investigated with a finite element me...
AbstractThe numerical investigations of size effects in granular bodies during a plane strain compre...
In biaxial compression tests, the stress calculations based on boundary information underestimate th...
Localisation of deformation in narrow shear bands is a fundamental phenomenon of granular material b...
Studies of strains within granular assemblies using digital image correlation have shown that as the...
Studies of strains within granular assemblies using digital image correlation have shown that as the...
In biaxial compression tests, the stress calculations based on boundary information underestimate th...
The paper deals with the effect of grain crushing on shear localization in granular materials in an ...
A micromechanics approach of elasto-plastic stress-strain model for granular material based on stati...
The paper presents a FE-analysis of a spontaneous shear localization inside non-cohesive sand during...
The paper presents a FE-analysis of shear localisation in granular bodies by a finite element method...
The paper deals with investigations of the effect of the stochastic distribution of the initial void...
AbstractThe numerical investigations of size effects in granular bodies during a plane strain compre...
The paper focuses on the numerical analysis of the effect of texturial anisotropy on shear localizat...
The paper deals with numerical investigations on the patterning of shear zones in granular bodies. T...
Summary A spontaneous shear localization in granular bodies is investigated with a finite element me...
AbstractThe numerical investigations of size effects in granular bodies during a plane strain compre...
In biaxial compression tests, the stress calculations based on boundary information underestimate th...
Localisation of deformation in narrow shear bands is a fundamental phenomenon of granular material b...
Studies of strains within granular assemblies using digital image correlation have shown that as the...
Studies of strains within granular assemblies using digital image correlation have shown that as the...
In biaxial compression tests, the stress calculations based on boundary information underestimate th...
The paper deals with the effect of grain crushing on shear localization in granular materials in an ...
A micromechanics approach of elasto-plastic stress-strain model for granular material based on stati...