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dc.contributor.authorOller Ibars, Eva
dc.contributor.authorSantos Ferreira, Denise Carina
dc.contributor.authorMarí Bernat, Antonio Ricardo
dc.contributor.authorBairán García, Jesús Miguel
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2018-10-24T13:08:39Z
dc.date.issued2018-05
dc.identifier.citationOller, E., Ferreira, D., Mari, A., Bairan, J.M. Numerical analysis of reinforced concrete beams strengthened in shear by externally bonded (EB) fibre reinforced polymer (FRP) sheets. "Hormigón y acero", Maig 2018, vol. 69, núm. 285, p. 113-120.
dc.identifier.issn0439-5689
dc.identifier.otherhttps://www.researchgate.net/publication/317724350_Numerical_analysis_of_reinforced_concrete_beams_strengthened_in_shear_by_externally_bonded_EB_fibre_reinforced_polymer_FRP_sheets
dc.identifier.urihttp://hdl.handle.net/2117/122938
dc.description.abstractIn this paper, a fibre beam model previously developed by the authors for the nonlinear analysis of strengthened elements, including the effects of shear, is used to predict the response of reinforced concrete (RC) beams strengthened in shear with fibre reinforced polymers (FRP) sheets. This model has been extended not only for wrapped configurations but also for debonding failure in order to allow for its application to beams strengthened with U-shaped and side-bonded configurations. When simulating existing experimental tests, the model reproduces, with reasonable accuracy the behavior of the beams, being then a useful tool for practical engineering.
dc.format.extent8 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshConcrete beams--Testing
dc.subject.otherStrengthening
dc.subject.otherShear
dc.subject.otherFRP sheets
dc.subject.otherDebonding
dc.subject.otherFibre beam model
dc.titleNumerical analysis of reinforced concrete beams strengthened in shear by externally bonded (EB) fibre reinforced polymer (FRP) sheets
dc.typeArticle
dc.subject.lemacBigues de formigó armat -- Anàlisi numèrica
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.1016/j.hya.2017.04.022
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0439568917300372
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac21982478
dc.description.versionPostprint (author's final draft)
dc.date.lift10000-01-01
local.citation.authorOller, E.; Ferreira, D.; Mari, A.; Bairan, J.M.
local.citation.publicationNameHormigón y acero
local.citation.volume69
local.citation.number285
local.citation.startingPage113
local.citation.endingPage120


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