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Behavior of glulam timber beam strengthened with carbon fiber reinforced polymer strip for flexural loading

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dc.contributor.author İşleyen, Ümmü K.
dc.contributor.author Ghoroubi, Rahim
dc.contributor.author Mercimek, Ömer
dc.contributor.author Anil, Özgür
dc.contributor.author Erdem, Recep Tuğrul
dc.date.accessioned 2023-02-15T07:05:15Z
dc.date.available 2023-02-15T07:05:15Z
dc.date.issued 2021-09
dc.identifier.citation İşleyen, Ümmü K...et al (2021). "Behavior of glulam timber beam strengthened with carbon fiber reinforced polymer strip for flexural loading", Journal of Reinforced Plastics and Composites, Vol. 40, No. 17-18, pp. 665- 685. tr_TR
dc.identifier.issn 0731-6844
dc.identifier.uri http://hdl.handle.net/20.500.12416/6233
dc.description.abstract In the last 20 years, the use of wooden structures and their dimensions have gradually increased. The wood application has increased in different structures such as multistory buildings, sports, industrial facilities, road and railway bridges, power transmission lines, and towers. The widespread use and size of wood structures have increased the research on developing special types of wood products supported by composite materials. Laminated wood elements are the leading composite wood materials. Laminated wooden beams allow making much larger openings than standard solid wood structural elements. The development of the sizes and usage areas of wooden structures has increased the capacity of glulam structural elements and reveals the need to improve their performance. Carbon fiber reinforced polymers (CFRPs) are the most suitable options for increasing the bearing capacity values of glulam beams and improving general load–displacement behaviors. In this study, the use of CFRP strips in different layouts to increase glulam wooden beams and the application of CFRP fan-type anchors in the CFRP strip endpoints are the studied variables. Anchored and non-anchored glulam wooden beams reinforced with CFRP strips with different layouts were tested using a three-point bending test. The ultimate load capacity, initial stiffness, displacement ductility ratio, energy dissipation capacity, failure mechanisms, and general load–displacement behavior of wooden beam test specimens were obtained and interpreted as a result of the experiments. tr_TR
dc.language.iso eng tr_TR
dc.relation.isversionof 10.1177/0731684421997924 tr_TR
dc.rights info:eu-repo/semantics/closedAccess tr_TR
dc.subject Carbon Fiber Reinforced Polymer Fan-Type Anchor tr_TR
dc.subject Carbon Fiber Reinforced Polymers tr_TR
dc.subject Glulam Timber Beam tr_TR
dc.subject Strengthening tr_TR
dc.title Behavior of glulam timber beam strengthened with carbon fiber reinforced polymer strip for flexural loading tr_TR
dc.type article tr_TR
dc.relation.journal Journal of Reinforced Plastics and Composites tr_TR
dc.identifier.volume 40 tr_TR
dc.identifier.issue 17-18 tr_TR
dc.identifier.startpage 665 tr_TR
dc.identifier.endpage 685 tr_TR
dc.contributor.department Çankaya Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü tr_TR


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