International audienceOver the past years, damage mechanics has become a more and more popular tool for describing concrete fracture. The objective of this paper is to provide a review of the research performed by the authors in this field. Several simple scalar damage models, aimed at modelling mode I cracking in concrete, are examined first. Their connection with smeared crack models and discrete analyses of failure in brittle disordered media is discussed. Several enhancements of the initial isotropic formulation are also reviewed. The paper concludes with the extension to non local damage, in an integral or gradient format and to its ability to capture structural size effects
The damage level in structures (global scale), elements (intermediate scale) and sections (local sca...
A damage–plasticity constitutive model for the description of fracture in plain concrete is presente...
The paper presents results ofnumerical simulations of fracture in concrete using two different appro...
International audienceOver the past years, damage mechanics has become a more and more popular tool ...
International audienceContinuum damage mechanics is a framework for describing the variations of the...
A local isotropic single parameter scalar model able to simulate the mechanical behaviour of quasi-b...
A model is presented based on the non-local damage theory. It sets out to describe the behavior of c...
A model is presented based on the non-local damage theory. It sets out to describe the behavior of c...
A model is presented based on the non-local damage theory. It sets out to describe the behavior of c...
A model is presented based on the non-local damage theory. It sets out to describe the behavior of c...
Continuum damage mechanics is often used as a framework for describing the variations of the elastic...
Numerical tools to simulate cracking in concrete and similar materials are developed. Firstly, a tre...
International audienceFailure of quasi-brittle materials such as concrete needs a proper description...
Numerical tools to simulate cracking in concrete and similar materials are developed. Firstly, a tre...
International audienceContinuum damage mechanics is a framework for describing the variations of the...
The damage level in structures (global scale), elements (intermediate scale) and sections (local sca...
A damage–plasticity constitutive model for the description of fracture in plain concrete is presente...
The paper presents results ofnumerical simulations of fracture in concrete using two different appro...
International audienceOver the past years, damage mechanics has become a more and more popular tool ...
International audienceContinuum damage mechanics is a framework for describing the variations of the...
A local isotropic single parameter scalar model able to simulate the mechanical behaviour of quasi-b...
A model is presented based on the non-local damage theory. It sets out to describe the behavior of c...
A model is presented based on the non-local damage theory. It sets out to describe the behavior of c...
A model is presented based on the non-local damage theory. It sets out to describe the behavior of c...
A model is presented based on the non-local damage theory. It sets out to describe the behavior of c...
Continuum damage mechanics is often used as a framework for describing the variations of the elastic...
Numerical tools to simulate cracking in concrete and similar materials are developed. Firstly, a tre...
International audienceFailure of quasi-brittle materials such as concrete needs a proper description...
Numerical tools to simulate cracking in concrete and similar materials are developed. Firstly, a tre...
International audienceContinuum damage mechanics is a framework for describing the variations of the...
The damage level in structures (global scale), elements (intermediate scale) and sections (local sca...
A damage–plasticity constitutive model for the description of fracture in plain concrete is presente...
The paper presents results ofnumerical simulations of fracture in concrete using two different appro...