Flexural Behavior of Laminated Wood Beams Strengthened with Novel Hybrid Composite Systems: An Experimental Study

Basit Öğe Kaydı
dc.authorscopusid58344307800
dc.authorscopusid56126989000
dc.authorscopusid58341702300
dc.contributor.authorOzdemir M.F.
dc.contributor.authorMaras M.M.
dc.contributor.authorYurtseven H.B.
dc.date.accessioned2024-08-04T20:00:37Z
dc.date.available2024-08-04T20:00:37Z
dc.date.issued2023
dc.departmentİnönü Üniversitesien_US
dc.description.abstractWooden structures are widely used, particularly in earthquake zones, owing to their light weight, ease of application, and resistance to the external environment. In this study, we aimed to improve the mechanical properties of laminated timber beams using novel hybrid systems [carbon-fiber-reinforced polymer (CFRP) and wire rope]. Within the scope of this study, it is expected that using wood, which is an environmentally friendly and sustainable building element, will be more economical and safe than the reinforced concrete and steel elements currently used to pass through wide openings. The structural behavior of the hybrid-reinforced laminated timber beams was determined under the loading system. The experimental findings showed that the highest increase in the values of laminated beams reinforced with steel ropes was obtained with the 2N reinforcement, with a maximum load of 38 kN and a displacement of 137 mm. Thus, a load increase of 168% and displacement increase of 275% compared with the reference sample were obtained. Compared with the reference sample, a load increase of 92% and a displacement increase of 14% were obtained. Carbon fabrics placed between the layers with fiber-reinforced polymer (FRP) prevented crack development and provided significant interlayer connections. Consequently, the fabrics placed between the laminated wooden beams with the innovative reinforcement system will not disrupt the aesthetics or reduce the effect of earthquake forces, and significant reductions can be achieved in these sections. © 2023 The Korean Society of Wood Science & Technology.en_US
dc.description.sponsorshipPaul Scherrer Institut, PSI: FYL-2022-2883; Inönü Üniversitesien_US
dc.description.sponsorshipThe authors are grateful to the Inonu University Project of Scientific Investigation (PSI) for the financial support of this project(FYL-2022-2883).en_US
dc.identifier.doi10.5658/WOOD.2023.51.6.526
dc.identifier.endpage541en_US
dc.identifier.issn1017-0715
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-85180363867en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage526en_US
dc.identifier.urihttps://doi.org/10.5658/WOOD.2023.51.6.526
dc.identifier.urihttps://hdl.handle.net/11616/90852
dc.identifier.volume51en_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherKorean Society of Wood Science Technologyen_US
dc.relation.ispartofJournal of the Korean Wood Science and Technologyen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectbeamen_US
dc.subjectfiber-reinforced polymer (FRP)en_US
dc.subjectsteel ropeen_US
dc.subjectstrengthen_US
dc.subjecttimberen_US
dc.titleFlexural Behavior of Laminated Wood Beams Strengthened with Novel Hybrid Composite Systems: An Experimental Studyen_US
dc.typeArticleen_US

Dosyalar

Koleksiyon

Scopus İndeksli Yayınlar Koleksiyonu