Add to ORKGSummary. This paper presents a numerical implementation of the cohesive crack model for the three-dimensional analysis of concrete fracture based on finite elements with embed-ded strong discontinuity. The need for a tracking algorithm is avoided by using a consistent procedure for the selection of the separated nodes, and by letting the crack to adapt itself to the stress field while the crack opening does not exceed a small threshold value.
International audienceA model is presented that accurately describes brittle failure in the presence...
This chapter presents a methodological approach for modeling concrete crack problems based on contin...
Discrete and smeared crack models for concrete fracture are discussed in a historical perspective. I...
This paper presents a numerical implementation of cohesive crack model for the analysis of concrete ...
Within this thesis we present a novel approach towards the modeling of strong discontinuities in a t...
A finite element to capture strong discontinuities in fracture simulations is analyzed. The element ...
Summary. A lot of methods were developed in the past for the computation of concrete cracking. Combi...
Failure analysis is a crucial step in design and assessment of many concrete structures such as dams...
This paper presents a numerical procedure for fracture of brickwork masonry based on the strong disc...
An automatic cohesive crack propagation modelling methodology for quasi-brittle materials using poly...
The present contribution is concerned with the computational modelling of cohesive cracks in quasibr...
The present contribution is concerned with the computational modelling of cohesive cracks in quasibr...
Abstract. In this paper, the finite element for cohesive crack for quasi-brittle materials is constr...
International audienceA model is presented that accurately describes brittle failure in the presence...
International audienceA model is presented that accurately describes brittle failure in the presence...
International audienceA model is presented that accurately describes brittle failure in the presence...
This chapter presents a methodological approach for modeling concrete crack problems based on contin...
Discrete and smeared crack models for concrete fracture are discussed in a historical perspective. I...
This paper presents a numerical implementation of cohesive crack model for the analysis of concrete ...
Within this thesis we present a novel approach towards the modeling of strong discontinuities in a t...
A finite element to capture strong discontinuities in fracture simulations is analyzed. The element ...
Summary. A lot of methods were developed in the past for the computation of concrete cracking. Combi...
Failure analysis is a crucial step in design and assessment of many concrete structures such as dams...
This paper presents a numerical procedure for fracture of brickwork masonry based on the strong disc...
An automatic cohesive crack propagation modelling methodology for quasi-brittle materials using poly...
The present contribution is concerned with the computational modelling of cohesive cracks in quasibr...
The present contribution is concerned with the computational modelling of cohesive cracks in quasibr...
Abstract. In this paper, the finite element for cohesive crack for quasi-brittle materials is constr...
International audienceA model is presented that accurately describes brittle failure in the presence...
International audienceA model is presented that accurately describes brittle failure in the presence...
International audienceA model is presented that accurately describes brittle failure in the presence...
This chapter presents a methodological approach for modeling concrete crack problems based on contin...
Discrete and smeared crack models for concrete fracture are discussed in a historical perspective. I...