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
The substructure method introduced by Petersson is reformulated for the three-point bending specimen...
This thesis presents three new three-dimensional constitutive models for cementitious materials. All...
In this paper the sub-structure method introduced by Petersson is reformulated for the three point b...
AbstractFor small deformations a crack/interface model that considers general 3D normal and shear lo...
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...
A crack model that considers general normal and shear loading is proposed. It involves elasticity, p...
AbstractAmong the “theories” applied to model concrete behavior, damage mechanics has proven to be e...
A new damage model, based on continuum damage mechanics and simulating the opening, closing, and reo...
A new damage model, based on continuum damage mechanics and simulating the opening, closing, and reo...
A new energy-dissipation-based rate-independent constitutive law within the framework of elastoplast...
The modeling of crack propagation in plain and reinforced concrete structures is still a field for m...
The modeling of crack propagation in plain and reinforced concrete structures is still a field for m...
The modeling of crack propagation in plain and reinforced concrete structures is still a field for m...
The modeling of crack propagation in plain and reinforced concrete structures is still a field for m...
The substructure method introduced by Petersson is reformulated for the three-point bending specimen...
This thesis presents three new three-dimensional constitutive models for cementitious materials. All...
In this paper the sub-structure method introduced by Petersson is reformulated for the three point b...
AbstractFor small deformations a crack/interface model that considers general 3D normal and shear lo...
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...
A crack model that considers general normal and shear loading is proposed. It involves elasticity, p...
AbstractAmong the “theories” applied to model concrete behavior, damage mechanics has proven to be e...
A new damage model, based on continuum damage mechanics and simulating the opening, closing, and reo...
A new damage model, based on continuum damage mechanics and simulating the opening, closing, and reo...
A new energy-dissipation-based rate-independent constitutive law within the framework of elastoplast...
The modeling of crack propagation in plain and reinforced concrete structures is still a field for m...
The modeling of crack propagation in plain and reinforced concrete structures is still a field for m...
The modeling of crack propagation in plain and reinforced concrete structures is still a field for m...
The modeling of crack propagation in plain and reinforced concrete structures is still a field for m...
The substructure method introduced by Petersson is reformulated for the three-point bending specimen...
This thesis presents three new three-dimensional constitutive models for cementitious materials. All...
In this paper the sub-structure method introduced by Petersson is reformulated for the three point b...