he fictitious crack model is extended so that it includes the effect of crack shearing. By the introduction of the so-called equivalent length, it is possible to establish a smeared version of the fictitious crack model. The equivalent length is a purely geometrical quantity that depends entirely on the size and form of the element and on the crack direction. A realistic modeling of crack shearing is obtained, and the smeared constitutive relations are objective with respect to both loading normal to the crack plane and loading tangential to the crack plane. The existence of multiple cracks is considered, and a consistent theory for unloading and possible closure of the cracks is presented. FE calculations of a concrete specimen using four ...
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...
This work deals with the determination of crack openings in 2D reinforced concrete structures using ...
Various models for describing smeared cracking in plain and reinforced concrete are discussed. A rig...
Various models for describing smeared cracking in plain and reinforced concrete are discussed. A rig...
Various models for describing smeared cracking in plain and reinforced concrete are discussed. A rig...
Various models for describing smeared cracking in plain and reinforced concrete are discussed. A rig...
Numerical tools to simulate cracking in concrete and similar materials are developed. Firstly, a tre...
The possibilities of the smeared crack concept for simulating crack propagation and fracture in conc...
Numerical tools to simulate cracking in concrete and similar materials are developed. Firstly, a tre...
The possibilities of the smeared crack concept for simulating crack propagation and fracture in conc...
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...
Resumo The main goal of the present work is to present a comparison between two different strategies...
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...
This work deals with the determination of crack openings in 2D reinforced concrete structures using ...
Various models for describing smeared cracking in plain and reinforced concrete are discussed. A rig...
Various models for describing smeared cracking in plain and reinforced concrete are discussed. A rig...
Various models for describing smeared cracking in plain and reinforced concrete are discussed. A rig...
Various models for describing smeared cracking in plain and reinforced concrete are discussed. A rig...
Numerical tools to simulate cracking in concrete and similar materials are developed. Firstly, a tre...
The possibilities of the smeared crack concept for simulating crack propagation and fracture in conc...
Numerical tools to simulate cracking in concrete and similar materials are developed. Firstly, a tre...
The possibilities of the smeared crack concept for simulating crack propagation and fracture in conc...
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...
Resumo The main goal of the present work is to present a comparison between two different strategies...
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...
This work deals with the determination of crack openings in 2D reinforced concrete structures using ...