AbstractFor small deformations a crack/interface model that considers general 3D normal and shear loading is proposed. It involves elasticity, plasticity and damage and it is thermodynamically based. An essential feature of the model is its consistency with the concepts behind the fictitious crack model. In particular, no crack deformation occurs before the crack is initiated and when a crack has just been initiated the proposed model provides an unloading stiffness that is infinitely large. For the same set of parameters, it is demonstrated that the proposed model is able to provide predictions that are in close agreement with experimental data for concrete for a wide range of loading situations
A thermodynamically consistent constitutive model for concrete which can correctly predict the failu...
According to the fictitious crack model, the crack width is infinitely thin at crack initiation and ...
According to the fictitious crack model, the crack width is infinitely thin at crack initiation and ...
For small deformations a crack/interface model that considers general 3D normal and shear loading is...
For small deformations a crack/interface model that considers general 3D normal and shear loading is...
AbstractFor small deformations a crack/interface model that considers general 3D normal and shear lo...
A crack model that considers general normal and shear loading is proposed. It involves elasticity, p...
he fictitious crack model is extended so that it includes the effect of crack shearing. By the intro...
In the framework of the Finite Element Method, zero-thickness interface elements have been widely us...
This paper proposes modifications to the phenomenological model formulation called CDPM2, developed ...
This work proposes a constitutive model to simulate nonlinear behaviour of cement based materials su...
The ability to model crack closure behaviour and aggregate interlock in finite element concrete mode...
The ability to model crack closure behaviour and aggregate interlock in finite element concrete mode...
AbstractAmong the “theories” applied to model concrete behavior, damage mechanics has proven to be e...
To model the three dimensional response of reinforced concrete structures subject to complex loading...
A thermodynamically consistent constitutive model for concrete which can correctly predict the failu...
According to the fictitious crack model, the crack width is infinitely thin at crack initiation and ...
According to the fictitious crack model, the crack width is infinitely thin at crack initiation and ...
For small deformations a crack/interface model that considers general 3D normal and shear loading is...
For small deformations a crack/interface model that considers general 3D normal and shear loading is...
AbstractFor small deformations a crack/interface model that considers general 3D normal and shear lo...
A crack model that considers general normal and shear loading is proposed. It involves elasticity, p...
he fictitious crack model is extended so that it includes the effect of crack shearing. By the intro...
In the framework of the Finite Element Method, zero-thickness interface elements have been widely us...
This paper proposes modifications to the phenomenological model formulation called CDPM2, developed ...
This work proposes a constitutive model to simulate nonlinear behaviour of cement based materials su...
The ability to model crack closure behaviour and aggregate interlock in finite element concrete mode...
The ability to model crack closure behaviour and aggregate interlock in finite element concrete mode...
AbstractAmong the “theories” applied to model concrete behavior, damage mechanics has proven to be e...
To model the three dimensional response of reinforced concrete structures subject to complex loading...
A thermodynamically consistent constitutive model for concrete which can correctly predict the failu...
According to the fictitious crack model, the crack width is infinitely thin at crack initiation and ...
According to the fictitious crack model, the crack width is infinitely thin at crack initiation and ...