This paper extends the use of crack-tracking techniques within the smeared crack approach for the numerical simulation of cohesive–frictional damage on quasi-brittle materials. The mechanical behaviour is described by an isotropic damage model with a Mohr–Coulomb failure surface. The correct crack propagation among the two alternative fracture planes proposed by the Mohr–Coulomb theory is selected with the use of an energy criterion based on the total elastic strain energy. The simulation of three benchmark problems of mixed-mode fracture in concrete demonstrates that the proposed methodology can reproduce the material’s frictional characteristics, showing robustness, as well as mesh-size and mesh-bias independence
The mechanical behaviour of dam-foundation joints plays a key role in concrete dam engineering since...
Crack analysis is vital to explain behavior of concrete structures. In the present study, an interfa...
The final publication is available at Springer via http://dx.doi.org/10.1007/s00466-016-1306-yThe pa...
This paper extends the use of crack-tracking techniques within the smeared crack approach for the nu...
The necessity of ensuring conditions of reliability and safety for constructions in both civil and i...
This paper describes a procedure for the solution of problems involving tensile cracking using ...
This thesis presents three new three-dimensional constitutive models for cementitious materials. All...
The cohesive surface methodology is used in a numerical study of fracture of concrete. The traction ...
The aim of the present thesis is to provide a numerical tool for the mechanical modeling of dynamic ...
peer reviewedAccurate numerical predictions of the entire ductile failure process is still challengi...
A new combined strategy to describe failure of quasi-brittle materials is presented thus allowing th...
AbstractWith the exponential increase of computational power, numerical simulations are more and mor...
Abstract – The cohesive surface methodology is used in a numerical study of fracture of concrete. Th...
Damage-induced strain softening is of vital importance for the modeling of localized failure in fric...
We present a quadrilateral fi�nite element with an embedded crack that can be used to model tensile ...
The mechanical behaviour of dam-foundation joints plays a key role in concrete dam engineering since...
Crack analysis is vital to explain behavior of concrete structures. In the present study, an interfa...
The final publication is available at Springer via http://dx.doi.org/10.1007/s00466-016-1306-yThe pa...
This paper extends the use of crack-tracking techniques within the smeared crack approach for the nu...
The necessity of ensuring conditions of reliability and safety for constructions in both civil and i...
This paper describes a procedure for the solution of problems involving tensile cracking using ...
This thesis presents three new three-dimensional constitutive models for cementitious materials. All...
The cohesive surface methodology is used in a numerical study of fracture of concrete. The traction ...
The aim of the present thesis is to provide a numerical tool for the mechanical modeling of dynamic ...
peer reviewedAccurate numerical predictions of the entire ductile failure process is still challengi...
A new combined strategy to describe failure of quasi-brittle materials is presented thus allowing th...
AbstractWith the exponential increase of computational power, numerical simulations are more and mor...
Abstract – The cohesive surface methodology is used in a numerical study of fracture of concrete. Th...
Damage-induced strain softening is of vital importance for the modeling of localized failure in fric...
We present a quadrilateral fi�nite element with an embedded crack that can be used to model tensile ...
The mechanical behaviour of dam-foundation joints plays a key role in concrete dam engineering since...
Crack analysis is vital to explain behavior of concrete structures. In the present study, an interfa...
The final publication is available at Springer via http://dx.doi.org/10.1007/s00466-016-1306-yThe pa...