In the analysis of cracking localization, consideration of stability and bifurcation of equilibrium states is necessary. Therefore, it is more suitable to have an energy expression written in terms of discrete irreversible variables, which will allow the variations of the energy with respect to the irreversible variables to be considered easily. This implies that, for this kind of analysis ' the discrete crack approach should be appropriate. Nevertheless, the discrete crack approach may not be the best choice fbr problems with many cracks, which are unavoidable for the analysis of the cracking localization. In this aspect, the smeared crack approach may be more appropriate ' To avoid this dilemma, a mixed finitl element formulatio...
ABSTRACT: The classical smeared cracking model widely used in finite-element analysis of concrete an...
Sequentially Linear Analysis (SLA), an event-by-event solution strategy in which a sequence of scale...
This paper reviews briefly the formulations used over the last 40 years for the solution of problems...
The fixed smeared crack concept with strain decomposition is reformulated utilizing a self-adaptive ...
The paper investigates the behaviour of nite elements with embedded displacement discontinuities tha...
The finite element approach is applied to predict crack patterns in a single or composite material u...
Problems with high strain localisation, such as those characterised by shear band formation in metal...
The final publication is available at Springer via http://dx.doi.org/10.1007/s00466-017-1438-8This p...
The possibilities of the smeared crack concept for simulating crack propagation and fracture in conc...
Failure analysis is a crucial step in design and assessment of many concrete structures such as dams...
International audienceAn improvement of a new technique for modelling cracks in the finite element f...
A new approach for the analysis of crack propagation in brittle materials is proposed, which is base...
International audienceThe description of damaged zones in large scale structures can nowadays be ass...
Numerical tools to simulate cracking in concrete and similar materials are developed. Firstly, a tre...
The work presents two new numerical techniques devised for modeling propagating material failure, i....
ABSTRACT: The classical smeared cracking model widely used in finite-element analysis of concrete an...
Sequentially Linear Analysis (SLA), an event-by-event solution strategy in which a sequence of scale...
This paper reviews briefly the formulations used over the last 40 years for the solution of problems...
The fixed smeared crack concept with strain decomposition is reformulated utilizing a self-adaptive ...
The paper investigates the behaviour of nite elements with embedded displacement discontinuities tha...
The finite element approach is applied to predict crack patterns in a single or composite material u...
Problems with high strain localisation, such as those characterised by shear band formation in metal...
The final publication is available at Springer via http://dx.doi.org/10.1007/s00466-017-1438-8This p...
The possibilities of the smeared crack concept for simulating crack propagation and fracture in conc...
Failure analysis is a crucial step in design and assessment of many concrete structures such as dams...
International audienceAn improvement of a new technique for modelling cracks in the finite element f...
A new approach for the analysis of crack propagation in brittle materials is proposed, which is base...
International audienceThe description of damaged zones in large scale structures can nowadays be ass...
Numerical tools to simulate cracking in concrete and similar materials are developed. Firstly, a tre...
The work presents two new numerical techniques devised for modeling propagating material failure, i....
ABSTRACT: The classical smeared cracking model widely used in finite-element analysis of concrete an...
Sequentially Linear Analysis (SLA), an event-by-event solution strategy in which a sequence of scale...
This paper reviews briefly the formulations used over the last 40 years for the solution of problems...