Meso-mechanical analysis of the fracture of concrete specimens in mixed mode

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dc.contributor	Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica
dc.contributor	Universitat Politècnica de Catalunya. Institut de Tècniques Energètiques
dc.contributor	Universitat Politècnica de Catalunya. MECMAT - Mecànica de Materials
dc.contributor.author	Rodríguez, Mariana
dc.contributor.author	López Garello, Carlos María
dc.contributor.author	Carol, Ignacio
dc.contributor.author	Caner, Ferhun Cem
dc.date	2009
dc.identifier.citation	Rodrígez, M. [et al.]. Meso-mechanical analysis of the fracture of concrete specimens in mixed mode. A: International Conference on Computational Plasticity. "X International Conference on Computational Plasticity". Barcelona: 2009, p. 1-4.
dc.identifier.citation	978-84-96736-69-6
dc.identifier.uri	http://hdl.handle.net/2117/7932
dc.language.iso	eng
dc.rights	info:eu-repo/semantics/openAccess
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject	Concrete--Fracture
dc.subject	Mixed mode of fracture in concrete
dc.subject	Meso-mechanics
dc.subject	finite element method
dc.subject	interface elements
dc.subject	Formigó -- Fractures
dc.title	Meso-mechanical analysis of the fracture of concrete specimens in mixed mode
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/conferenceObject
dc.description.abstract	This paper describes recent numerical simulation results of some experiments carried out by Nooru-Mohamed to study mixed mode fracture of concrete. The numerical simulation is based on a meso-mechanical model developed in the group of Mechanics of Materials UPC, which represents the largest aggregate particles explicitly, and represent cracks in a discrete manner by inserting zero-tickness interface elements in all potential crack trajectories a priori of the analysis.
dc.description.abstract	Peer Reviewed

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