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dc.contributor.authorBernat Masó, Ernest
dc.contributor.authorGil Espert, Lluís
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.date.accessioned2019-06-07T09:38:17Z
dc.date.available2019-06-07T09:38:17Z
dc.date.issued2019-08-15
dc.identifier.citationBernat, E.; Gil, L. Assessing the performance of CFRP strengthening on masonry walls using experimental modal analysis. "Engineering structures", 15 Agost 2019, vol. 193, p. 184-193.
dc.identifier.issn1873-7323
dc.identifier.urihttp://hdl.handle.net/2117/134171
dc.description.abstractStrengthening masonry structures using FRP laminates has been widely studied from a resistance point of view. However, there is a need of a non-destructive technique to validate strengthening interventions. In this paper, experimental modal analysis is proposed as a technique to assess practitioners’ works. Fifteen brick masonry walls were built and strengthened with five different patterns of carbon-FRP laminates. Experimental modal analysis was performed before and after strengthening interventions. Different vibration modes were compared to select the more sensitive one depending on the strengthening configuration. The change in the vibration frequency was analysed and correlated with cross-section stiffness modification. The obtained results showed changes up to 30% on the vibration frequencies due to strengthening installation. On the overall, the proposed experimental methodology is supported by theoretical analytical calculations with an error under 5% in most of the cases.
dc.format.extent10 p.
dc.language.isoeng
dc.publisherElsevier
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject.lcshModal analysis
dc.subject.lcshMasonry
dc.subject.lcshPolymers
dc.subject.lcshStructural design
dc.subject.lcshStrength of materials
dc.subject.otherexperimental modal analysis
dc.subject.othermasonry walls
dc.subject.otherfibre reinforced polymers
dc.subject.otherstrengthening assessment
dc.subject.otheranalytical frequency calculation
dc.titleAssessing the performance of CFRP strengthening on masonry walls using experimental modal analysis
dc.typeArticle
dc.subject.lemacAnàlisi modal
dc.subject.lemacRam de paleta
dc.subject.lemacPolímers
dc.subject.lemacDisseny d'estructures
dc.subject.lemacResistència de materials
dc.contributor.groupUniversitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials
dc.identifier.doi10.1016/j.engstruct.2019.05.036
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0141029618322661
dc.rights.accessOpen Access
local.identifier.drac25153990
dc.description.versionPostprint (author's final draft)
local.citation.authorBernat, E.; Gil, L.
local.citation.publicationNameEngineering structures
local.citation.volume193
local.citation.startingPage184
local.citation.endingPage193


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