The non-coaxality of constitutive relationship has strongly influenced the predictions of the inception of strain localization for soils. It was shown that since the classical non-coaxial theory was built only on the basis of 2D coaxial stress space, here a 3D non-coaxial constitutive framework was proposed based on 3D coaxial stress space and employed for predicting the onset of strain localization in soils. Comparisons between numerical predictions and experimental data were also provided. The analytical results showed that a non-coaxial plastic flow theory needed to be incorporated in the classical constitutive model to describe the bifurcation, which would lead to a correct prediction of the state of bifurcation. It was also concluded t...
In this paper, a noncoaxial plane strain soil model is developed in the framework of initial soil st...
In the present paper a nonlocal plasticity model is described, intended to reproduce the mechanical ...
Abstract – In solutions of boundary value problems in soil engineering, it is usually assumed that t...
The Mayn objective of this work is to analyse the influence of non-associativity and non-coaxiality...
The Mayn objective of this work is to analyse the influence of non-associativity and non-coaxiality...
Experimental evidence indicates that the shear localisation acts as a precursor to the failure in bi...
Stress–dilatancy theories play a central role in the modeling of the plastic dissipation of geomater...
Stress–dilatancy theories play a central role in the modeling of the plastic dissipation of geomater...
Strain localization can be defined as the accumulation of deformations in narrow zones, in the form ...
Strain localization can be defined as the accumulation of deformations in narrow zones, in the form ...
A brief overview is given of a non-associated plasticity theory developed for soils based on the con...
This paper presents a parametric analysis of the sensitivity of strain localization in granular soil...
A constitutive model based on rate-independent elastoplasticity concepts is developed and used to si...
A class of non-coaxial plasticity models is revisited in which the plastic deformation is carried by...
AbstractIn this paper, undrained diffuse instability and strain localization of frictional materials...
In this paper, a noncoaxial plane strain soil model is developed in the framework of initial soil st...
In the present paper a nonlocal plasticity model is described, intended to reproduce the mechanical ...
Abstract – In solutions of boundary value problems in soil engineering, it is usually assumed that t...
The Mayn objective of this work is to analyse the influence of non-associativity and non-coaxiality...
The Mayn objective of this work is to analyse the influence of non-associativity and non-coaxiality...
Experimental evidence indicates that the shear localisation acts as a precursor to the failure in bi...
Stress–dilatancy theories play a central role in the modeling of the plastic dissipation of geomater...
Stress–dilatancy theories play a central role in the modeling of the plastic dissipation of geomater...
Strain localization can be defined as the accumulation of deformations in narrow zones, in the form ...
Strain localization can be defined as the accumulation of deformations in narrow zones, in the form ...
A brief overview is given of a non-associated plasticity theory developed for soils based on the con...
This paper presents a parametric analysis of the sensitivity of strain localization in granular soil...
A constitutive model based on rate-independent elastoplasticity concepts is developed and used to si...
A class of non-coaxial plasticity models is revisited in which the plastic deformation is carried by...
AbstractIn this paper, undrained diffuse instability and strain localization of frictional materials...
In this paper, a noncoaxial plane strain soil model is developed in the framework of initial soil st...
In the present paper a nonlocal plasticity model is described, intended to reproduce the mechanical ...
Abstract – In solutions of boundary value problems in soil engineering, it is usually assumed that t...