Please use this identifier to cite or link to this item: http://repositorio.unicamp.br/jspui/handle/REPOSIP/76014
Type: Artigo de periódico
Title: A loading rate dependent cohesive model for concrete fracture
Author: Rosa, AL
Yu, RC
Ruiz, G
Saucedo, L
Sousa, JLAO
Abstract: A time dependent cohesive model to account for the influence of loading rate on concrete fracture is addressed. Viscous-cohesive parameters are introduced in the fictitious crack model to represent a time dependent stress-crack opening zone in an elastic solid. A computational implementation has been performed, simulating the cohesive stress-crack opening and rate dependence in a smeared crack tip framework. The model has been validated with results from three-point-bend notched specimens of high strength concrete, tested at five different loading rates. Numerical results show that the approach reflects the experimentally documented dependence of crack propagation in cementitious materials on the loading rate. (C) 2012 Elsevier Ltd. All rights reserved.
Subject: Viscous cohesive crack model
Loading rate effect
Fracture processes
High strength concrete
Country: Inglaterra
Editor: Pergamon-elsevier Science Ltd
Rights: fechado
Identifier DOI: 10.1016/j.engfracmech.2011.12.013
Date Issue: 2012
Appears in Collections:Unicamp - Artigos e Outros Documentos

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