Tensile tests of basalt FRP rebars using steel wedges

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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	Neagoe, Catalin Andrei
dc.contributor.author	Gil Espert, Lluís
dc.date	2013-04
dc.identifier.citation	Neagoe, C.; Gil, L. "Tensile tests of basalt FRP rebars using steel wedges". 2013.
dc.identifier.uri	http://hdl.handle.net/2117/18921
dc.language.iso	eng
dc.relation	Report Nº: 210313(2)-S01173
dc.rights	info:eu-repo/semantics/openAccess
dc.subject	Àrees temàtiques de la UPC::Enginyeria dels materials::Assaig de materials
dc.subject	Fibre-reinforced plastic
dc.subject	Basalt FRP
dc.subject	Plàstics reforçats amb fibra
dc.title	Tensile tests of basalt FRP rebars using steel wedges
dc.type	info:eu-repo/semantics/draft
dc.type	info:eu-repo/semantics/report
dc.description.abstract	In the current report are analyzed the experimental results of several tensile tests of Basalt FRP (BFRP) rebars provided by VSL, anchored with steel wedges. The investigation was conducted in the laboratory of CER LITEM Objectives of the study: to determine the failure modes and ultimate tensile stresses of 6 mm and 8 mm Basalt FRP rebars anchored with two different steel wedge systems; and to compare the anchoring efficiency of the wedge systems.