Classical continuum models, i.e. continuum models that do not incorporate an internal length scale, suffer from excessive mesh dependence when strain-softening models are used in numerical analyses and cannot reproduce the size effect commonly observed in quasi-brittle failure. In this contribution three different approaches will be scrutinized which may be used to remedy these two intimately related deficiencies of the classical theory, namely (i) the addition of higher-order deformation gradients, (ii) the use of micropolar continuum models, and (iii) the addition of rate dependence. By means of a number of numerical simulations it will be investigated under which conditions these enriched continuum theories permit localization of deforma...
Strain localization is a central topic in geomechanics as it is often related to failure and other i...
The constitutive modelling of distributed damage evolution with strain-softening effects causes seri...
Continuum damage theories can be applied to simulate the failure behaviour of engineering constructi...
Classical continuum models, i.e. continuum models that do not incorporate an internal length scale, ...
Classical continuum descriptions of material degradation may cease tobe mathematically meaningful in...
The dispersive behaviour of waves in softening problems is analysed. Attention is focused on the inf...
localization of deformation (in the form of shear bands) at sufficiently high levels of strain, are ...
Strain localization in the form of shear bands or slip surfaces has widely been observed in most eng...
Gradient-enhanced damage and plasticity approaches are reviewed with regard to their ability to mode...
The mechanical behaviour of geomaterials (e.g. soils, rocks and concrete) under plastic deformation...
The purpose of this paper is to explain why the standard continuum theory fails to properly describe...
A continuum model that incorporates a dependence upon the Laplacian of the inelastic strain is used ...
4000 LIEGE, BELGIUM Strain localization is a phenomenon occuring very often in anelastic media and i...
Higher order gradient continuum theories have often been proposed as models for solids that exhibit ...
peer reviewedClassical finite element method including strain-softening materials suffers from a mes...
Strain localization is a central topic in geomechanics as it is often related to failure and other i...
The constitutive modelling of distributed damage evolution with strain-softening effects causes seri...
Continuum damage theories can be applied to simulate the failure behaviour of engineering constructi...
Classical continuum models, i.e. continuum models that do not incorporate an internal length scale, ...
Classical continuum descriptions of material degradation may cease tobe mathematically meaningful in...
The dispersive behaviour of waves in softening problems is analysed. Attention is focused on the inf...
localization of deformation (in the form of shear bands) at sufficiently high levels of strain, are ...
Strain localization in the form of shear bands or slip surfaces has widely been observed in most eng...
Gradient-enhanced damage and plasticity approaches are reviewed with regard to their ability to mode...
The mechanical behaviour of geomaterials (e.g. soils, rocks and concrete) under plastic deformation...
The purpose of this paper is to explain why the standard continuum theory fails to properly describe...
A continuum model that incorporates a dependence upon the Laplacian of the inelastic strain is used ...
4000 LIEGE, BELGIUM Strain localization is a phenomenon occuring very often in anelastic media and i...
Higher order gradient continuum theories have often been proposed as models for solids that exhibit ...
peer reviewedClassical finite element method including strain-softening materials suffers from a mes...
Strain localization is a central topic in geomechanics as it is often related to failure and other i...
The constitutive modelling of distributed damage evolution with strain-softening effects causes seri...
Continuum damage theories can be applied to simulate the failure behaviour of engineering constructi...