Experimental and numerical analysis of the bending behavior of beech (Fagus orientalis L.) plywood-reinforced particleboard and fiberboard panels

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dc.contributor.authorGüntekin, Ergün
dc.contributor.authorUysal, Mesut
dc.date.accessioned2026-02-08T15:11:01Z
dc.date.available2026-02-08T15:11:01Z
dc.date.issued2024
dc.departmentBursa Teknik Üniversitesi
dc.description.abstractIn this study, bending behavior of particleboard (PB) and medium-density fiberboard (MDF) reinforced using beech (Fagus orientalis L.) plywood (PW) was examined by experimental and numerical methods. In doing so, 13 mm thick PB and 12 mm thick MDF panels were reinforced using 4 mm thick beech plywood. Polyurethane glue was used to bond the layers. The bending behavior of the test samples was determined by subjecting them to a 3-point bending test. Finite element models of the reinforced samples tested in the study were created, and numerical analyses were performed. The results showed that the modulus of elasticity under bending and bending strength of PB samples reinforced using PW increased up to two times, and in MDF samples increased by 44%, depending on the loading direction. The effectiveness of reinforcement varies depending on the loading direction. Reinforcing the surfaces exposed to tensile stress contributed more to the bending properties than the surfaces exposed to compressive stress. Generally, it was shown that the load-deformation curves obtained from bending tests and the load-deformation curves obtained from numerical analysis are similar. The study results showed that the bending behaviors of PB and MDF reinforced using PW can be predicted using the finite element method. © 2024, DergiPark. All rights reserved.
dc.identifier.doi10.33725/mamad.1464366
dc.identifier.endpage37
dc.identifier.issue1
dc.identifier.scopus2-s2.0-85219719879
dc.identifier.scopusqualityQ4
dc.identifier.startpage26
dc.identifier.trdizinid1246223
dc.identifier.urihttps://doi.org/10.33725/mamad.1464366
dc.identifier.urihttps://search.trdizin.gov.tr/tr/yayin/detay/1246223
dc.identifier.urihttps://hdl.handle.net/20.500.12885/5168
dc.identifier.volume7
dc.indekslendigikaynakScopus
dc.indekslendigikaynakTR-Dizin
dc.language.isotr
dc.publisherDergiPark
dc.relation.ispartofFurniture and Wooden Material Research Journal
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzScopus_KA_20260207
dc.subjectFiberboard
dc.subjectnumerical analysis
dc.subjectparticleboard
dc.subjectplywood
dc.subjectreinforcing
dc.titleExperimental and numerical analysis of the bending behavior of beech (Fagus orientalis L.) plywood-reinforced particleboard and fiberboard panels
dc.title.alternativeDoğu kayını (Fagus orientalis L.) kontrplak ile güçlendirilmiş yongalevha ve liflevhanın eğilme davranışının deneysel ve nümerik analizi
dc.typeArticle

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