Mechanical properties of pre-stressed fabric-reinforced cementitious matrix composite (PFRCM)

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To access the full text documents, please follow this link: http://hdl.handle.net/2117/125237

dc.contributor	Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.contributor	Universitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials
dc.contributor.author	Bernat Masó, Ernest
dc.contributor.author	Gil Espert, Lluís
dc.contributor.author	Mercedes Cedeño, Luis Enrique
dc.contributor.author	Escrig Pérez, Christian
dc.date	2018-12-10
dc.identifier.citation	Bernat, E., Gil, L., Mercedes, Escrig, C. Mechanical properties of pre-stressed fabric-reinforced cementitious matrix composite (PFRCM). "Construction & building materials", 10 Desembre 2018, vol. 191, p. 228-241.
dc.identifier.citation	0950-0618
dc.identifier.citation	10.1016/j.conbuildmat.2018.09.210
dc.identifier.uri	http://hdl.handle.net/2117/125237
dc.language.iso	eng
dc.publisher	Elsevier
dc.relation	https://www.sciencedirect.com/science/article/abs/pii/S0950061818323924
dc.rights	Attribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights	info:eu-repo/semantics/openAccess
dc.rights	http://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subject	Àrees temàtiques de la UPC::Enginyeria dels materials
dc.subject	Composite materials
dc.subject	Materials--Testing
dc.subject	FRCM
dc.subject	Pre-stressing
dc.subject	Experimental
dc.subject	Tensile test
dc.subject	Clevis
dc.subject	Materials compostos
dc.subject	Assaigs de materials
dc.title	Mechanical properties of pre-stressed fabric-reinforced cementitious matrix composite (PFRCM)
dc.type	info:eu-repo/semantics/submittedVersion
dc.type	info:eu-repo/semantics/article
dc.description.abstract	© 2018. This version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.description.abstract	Fabric Reinforced Cementitious Matrix (FRCM) is a composite strengthening material used to strengthen masonry and concrete structures in a passive way due to the requirement of crack activation. Prestressing fabric is proposed to overcome this limitation, to increase the cracking strength and to obtain a stiffer response. With this aim, over 200 tensile tests on FRCM specimens were performed to analyse the influence of prestressing fabrics. Other variables, like fixation system, testing speed, matrix material and fabric material, were also discussed. Evidences lead to conclude that prestressing fabric of FRCM is an effective way to increase its tensile cracking strength (over 30%) and tensile stiffness.
dc.description.abstract	Peer Reviewed

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