Analysis of reinforced concrete elements strengthened by prestressed FRP laminates through non-linear and evolutive models

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To access the full text documents, please follow this link: http://hdl.handle.net/2117/14720

dc.contributor	Universitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.contributor	Universitat Politècnica de Catalunya. TE - Tecnologia d'Estructures
dc.contributor.author	Oller Ibars, Eva
dc.contributor.author	Marí Bernat, Antonio Ricardo
dc.contributor.author	Bairán García, Jesús Miguel
dc.date	2011
dc.identifier.citation	Oller, Eva; Mari, A.; Bairán, J. Analysis of reinforced concrete elements strengthened by prestressed FRP laminates through non-linear and evolutive models. A: Congreso Nacional de Materiales Compuestos. "Actas del IX Congreso Nacional de Materiales Compuestos". Girona: 2011, p. 747-752.
dc.identifier.citation	978-84-8458-352-3
dc.identifier.citation	B.22918-2011
dc.identifier.uri	http://hdl.handle.net/2117/14720
dc.language.iso	eng
dc.relation	http://cataleg.upc.edu/record=b1165275~S1*cat
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	Fiber-reinforced concrete--Mechanical properties
dc.subject	Formigó armat amb fibres
dc.title	Analysis of reinforced concrete elements strengthened by prestressed FRP laminates through non-linear and evolutive models
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/conferenceObject
dc.description.abstract	In this paper a non-linear and time dependent evolutive analysis model, previously developed by the authors, is applied to the prediction of the response of reinforced concrete structures strengthened in flexure by FRP prestressed laminates throughout the elastic, cracked and ultimate ranges. The model considers the structural effects of changes in geometry, structural scheme, material properties and applied loads that may occur along the structure service life, including those due to strengthening.

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