Failure Analysis of Laminated Wooden Arches Strengthened with Novel Carbon-Fiber-Reinforced Polymer (CFRP) Composites: An Experimental Study

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dc.contributor.authorMaras, Muslum Murat
dc.contributor.authorYurtseven, Hasan Basri
dc.contributor.authorOzdemir, Mehmet Faruk
dc.date.accessioned2026-04-04T13:19:13Z
dc.date.available2026-04-04T13:19:13Z
dc.date.issued2024
dc.departmentİnönü Üniversitesi
dc.description.abstractLaminated wood is produced as a single large element by combining pieces of elements. Wooden building materials are used in several old buildings that survive to the present day. To strengthen wooden structures, they must be preserved in accordance with their originality without damaging their historical texture. In this study, an innovative strengthening method was developed by placing carbon-fiber-reinforced polymer (CFRP) fabrics between wooden planks before lamination. With this new strengthening method, CFRP fabrics were placed between the layers, preserving aesthetics and preventing crack formation. Notable improvements were observed in the strength properties of the reinforced wood material and the CFRP-reinforced layers exhibited ductile behavior by preventing damage. The laminated wood arch-reinforced sample with CFRP strips showed a 70% load increase and a 276% deformation increase compared with the reference sample. Because of these superior features, arch elements made of laminated wood offer a safe, durable, and natural solution for the passage of extremely wide openings. Additionally, wooden elements have anisotropic and heterogeneous structures owing to their defective areas. Eliminating the factors that cause wood to display anisotropic properties ensures the homogeneity of the resulting material through the lamination process. The aim is to reduce the cross sections used in wooden construction elements reinforced with these fabrics in the production area and to shorten the construction period by minimizing manufacturing errors. © 2024 The Korean Society of Wood Science & Technology.
dc.description.sponsorshipPhysicians' Services Incorporated Foundation, PSI; Inönü Üniversitesi
dc.identifier.doi10.5658/WOOD.2024.52.6.585
dc.identifier.endpage604
dc.identifier.issn1017-0715
dc.identifier.issue6
dc.identifier.scopus2-s2.0-85211476774
dc.identifier.scopusqualityQ2
dc.identifier.startpage585
dc.identifier.urihttps://doi.org/10.5658/WOOD.2024.52.6.585
dc.identifier.urihttps://hdl.handle.net/11616/108237
dc.identifier.volume52
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherKorean Society of Wood Science Technology
dc.relation.ispartofJournal of the Korean Wood Science and Technology
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_Scopus_20250329
dc.subjectarch
dc.subjectcarbon-fiber-reinforced polymer (CFRP)
dc.subjectductility
dc.subjectstrength
dc.subjectwood
dc.titleFailure Analysis of Laminated Wooden Arches Strengthened with Novel Carbon-Fiber-Reinforced Polymer (CFRP) Composites: An Experimental Study
dc.typeArticle

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