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Effect of anchorage number and CFRP strips length on behavior of strengthened glulam timber beam for flexural loading

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dc.contributor.author İşleyen, Ümmü Karagöz
dc.contributor.author Ghoroubi, Rahim
dc.contributor.author Mercimek, Ömer
dc.contributor.author Anıl, Özgür
dc.contributor.author Togay, Abdullah
dc.contributor.author Erdem, R Tuğrul
dc.date.accessioned 2023-02-15T11:13:44Z
dc.date.available 2023-02-15T11:13:44Z
dc.date.issued 2021-07
dc.identifier.citation İşleyen, Ümmü Karagöz...et al (2021). "Effect of anchorage number and CFRP strips length on behavior of strengthened glulam timber beam for flexural loading", Advances in Structural Engineering, Vol. 24, No. 9, pp. 1869-1882. tr_TR
dc.identifier.issn 1369-4332
dc.identifier.uri http://hdl.handle.net/20.500.12416/6248
dc.description.abstract Laminated wooden beams are more preferred in the production of wooden structures than solid timber beams because they have a higher load-carrying capacity and allow larger openings to be used in the structure. The widespread use of wooden structures and the increasing size of the structures have revealed the need for strengthened laminated wooden beams and increase their ultimate load capacity. It has become necessary to develop reinforcement details to increase the ultimate load capacity of laminated wooden beams in wooden railroads or highway bridge beams, where the traffic load increases, especially in large wooden structures, in cases where large openings must be passed. Within the horizon of the study, the behavior and performance of three-layer glulam wooden beams strengthened with anchorage and non-anchorage CFRP strips with different bonding length under flexural loading were investigated experimentally. The three-point bending test was applied to glulam timber beam test specimens produced by laminating yellow pine wood material using the polyurethane adhesive. General load-displacement behaviors, ultimate load capacity, initial stiffness, displacement ductility ratios, and energy dissipation capacities were obtained. The increase in the bonding length of the CFRP strips used for strengthening in the glulam timber beam specimens and the use of CFRP fan type anchors at the strip ends increased the ultimate load capacity and initial stiffness values of the wooden beams, as well as the displacement ductility ratios and energy dissipation capacity values. tr_TR
dc.language.iso eng tr_TR
dc.relation.isversionof 10.1177/1369433220988622 tr_TR
dc.rights info:eu-repo/semantics/closedAccess tr_TR
dc.subject CFRP tr_TR
dc.subject CFRP Fan Type Anchor tr_TR
dc.subject Flexural Capacity tr_TR
dc.subject Glulam Timber Beam tr_TR
dc.subject Strengthening tr_TR
dc.title Effect of anchorage number and CFRP strips length on behavior of strengthened glulam timber beam for flexural loading tr_TR
dc.type article tr_TR
dc.relation.journal Advances in Structural Engineering tr_TR
dc.identifier.volume 24 tr_TR
dc.identifier.issue 9 tr_TR
dc.identifier.startpage 1869 tr_TR
dc.identifier.endpage 1882 tr_TR
dc.contributor.department Çankaya Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü tr_TR


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