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dc.creatorGlišović, Ivan
dc.creatorStevanović, Boško
dc.creatorTodorović, Marija
dc.creatorStevanović, Tijana
dc.date.accessioned2019-04-19T14:26:10Z
dc.date.available2019-04-19T14:26:10Z
dc.date.issued2016
dc.identifier.issn1336-4561
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/794
dc.description.abstractAn experimental program was undertaken to investigate the effectiveness of carbon fiber reinforced polymer (CFRP) plates as flexural reinforcement of glued laminated timber (glulam) beams. Beams with and without reinforcement were tested up to failure in a four-point bending configuration. A comparison between the flexural behaviuor of control unreinforced beams with reinforced beams is shown and discussed. The results demonstrated increase in strength, stiffness and ductility when CFRP plate is bonded at tension side of cross section. Research findings indicated that the use of proposed reinforcing solution improves utilization of the compression characteristics of timber. Based on the experimental observations, a theoretical model is developed to predict the ultimate moment capacity and bending stiffness of CFRP-reinforced glulam beams.en
dc.publisherStatny Drevarsky Vyskumny Ustav
dc.rightsrestrictedAccess
dc.sourceWood Research
dc.subjectGlulamen
dc.subjectcarbon fibersen
dc.subjectreinforcementen
dc.subjectbending testen
dc.subjectanalytical modellingen
dc.titleGlulam beams externally reinforced with cfrp platesen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage154
dc.citation.issue1
dc.citation.other61(1): 141-154
dc.citation.rankM23
dc.citation.spage141
dc.citation.volume61
dc.identifier.rcubconv_1794
dc.identifier.scopus2-s2.0-84971224764
dc.identifier.wos000372210600014
dc.type.versionpublishedVersion


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