The paper addresses the numerical simulation of strain localisation in stiff clays that exhibit softening behaviour. An elastoplastic constitutive model developed to incorporate key features of stiff clay behaviour is described first. A non-local formulation is then introduced for the regularisation of the analysis of localisation. A series of analyses were conducted to explore relevant aspects of the numerical simulation of localisation. A 3D analysis was also performed to assess the suitability of the approach presented for 3D applications. Finally, application to the simulation of a laboratory test on Beaucaire marl results in an excellent reproduction of experimental observations.Peer Reviewe
Abstract: The paper presents numerical simulations of behaviour of concrete elements subjected to un...
As is well known, numerically handling, by means of finite element codes, localisation problems invo...
Strain localization in the form of shear bands or slip surfaces has widely been observed in most eng...
The paper addresses the numerical simulation of strain localisation in stiff clays that exhibit soft...
The paper addresses the numerical simulation of strain localisation in stiff clays that exhibit soft...
The paper addresses the numerical simulation of strain localisation in stiff clays that exhibit soft...
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 ...
In the present paper a nonlocal plasticity model is described, intended to reproduce the mechanical ...
Strain localization can be defined as the accumulation of deformations in narrow zones, in the form ...
The paper analyzes and compares a number of softening plasticity models regularized by nonlocal av-e...
The paper presents numerical simulations of behaviour of concrete elements subjected to uniaxial com...
As is well known, numerically handling, by means of finite element codes, localisation problems invo...
As is well known, numerically handling, by means of finite element codes, localisation problems invo...
As is well known, numerically handling, by means of finite element codes, localisation problems invo...
Abstract: The paper presents numerical simulations of behaviour of concrete elements subjected to un...
As is well known, numerically handling, by means of finite element codes, localisation problems invo...
Strain localization in the form of shear bands or slip surfaces has widely been observed in most eng...
The paper addresses the numerical simulation of strain localisation in stiff clays that exhibit soft...
The paper addresses the numerical simulation of strain localisation in stiff clays that exhibit soft...
The paper addresses the numerical simulation of strain localisation in stiff clays that exhibit soft...
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 ...
In the present paper a nonlocal plasticity model is described, intended to reproduce the mechanical ...
Strain localization can be defined as the accumulation of deformations in narrow zones, in the form ...
The paper analyzes and compares a number of softening plasticity models regularized by nonlocal av-e...
The paper presents numerical simulations of behaviour of concrete elements subjected to uniaxial com...
As is well known, numerically handling, by means of finite element codes, localisation problems invo...
As is well known, numerically handling, by means of finite element codes, localisation problems invo...
As is well known, numerically handling, by means of finite element codes, localisation problems invo...
Abstract: The paper presents numerical simulations of behaviour of concrete elements subjected to un...
As is well known, numerically handling, by means of finite element codes, localisation problems invo...
Strain localization in the form of shear bands or slip surfaces has widely been observed in most eng...