This paper presents a numerical procedure for mixed mode fracture of quasi-brittle materials. The numerical procedure is based on the cohesive crack approach and extends it …
G Camata, E Spacone, R Zarnic - Composites Part B: Engineering, 2007 - Elsevier
This paper presents a joint experimental–analytical investigation aimed at studying the brittle failure modes of RC members strengthened in flexure by FRP plates. Both midspan …
DA Cendón, JC Gálvez, M Elices, J Planas - International journal of …, 2000 - Springer
A simple and efficient numerical procedure for mixed mode fracture of quasibrittle materials is shown: This technique predicts crack trajectories as well as load-displacement or load …
The fracture properties of concrete, viz., fracture toughness Klc and fracture energy Gp, reduce in the case of water-pressurized cracks when compared to dry cracks. In this paper …
JC Gálvez, DA Cendón, J Planas - International Journal of Fracture, 2002 - Springer
The influence of the mode II fracture parameters on the mixed mode fracture experimental tests of quasibrittle materials is studied. The study is based on experimental results and …
JM Sancho, J Planas, JC Gálvez… - Fatigue & Fracture of …, 2006 - Wiley Online Library
An embedded cohesive crack model is proposed for the analysis of the mixed mode fracture of concrete in the framework of the Finite Element Method. Different models, based on the …
JC Gálvez, J Planas, JM Sancho, E Reyes… - Engineering Fracture …, 2013 - Elsevier
This paper presents a numerical implementation of the cohesive crack model for the analysis of quasibrittle materials based on the strong discontinuity approach in the …
AR Khoei, H Moslemi, K Majd Ardakany… - International Journal of …, 2009 - Springer
In this paper, an adaptive finite element procedure is presented in modeling of mixed-mode cohesive crack propagation via the modified superconvergent path recovery technique. The …
Z Shi - Journal of Structural Engineering, 2004 - ascelibrary.org
A numerical formulation of the mixed-mode (mode-I and mode-II) fracture in concrete based on the extended fictitious crack model is presented. For crack propagation, the maximum …