Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/5620
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dc.contributor.authorMadenci, E.-
dc.contributor.authorÖzkılıç, Y.O.-
dc.contributor.authorBahrami, A.-
dc.contributor.authorAksoylu, C.-
dc.contributor.authorAsyraf, M.R.M.-
dc.contributor.authorHakeem, I.Y.-
dc.contributor.authorBeskopylny, A.N.-
dc.date.accessioned2024-06-01T08:58:14Z-
dc.date.available2024-06-01T08:58:14Z-
dc.date.issued2024-
dc.identifier.issn2405-8440-
dc.identifier.urihttps://doi.org/10.1016/j.heliyon.2024.e28388-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/5620-
dc.description.abstractCarbon nanotube (CNT) reinforcement can lead to a new way to enhance the properties of composites by transforming the reinforcement phases into nanoscale fillers. In this study, the buckling response of functionally graded CNT-reinforced composite (FG-CNTRC) sandwich beams was investigated experimentally and analytically. The top and bottom plates of the sandwich beams were composed of carbon fiber laminated composite layers and hard core. The hard core was made of a pultruded glass fiber-reinforced polymer (GFRP) profile. The layers of FG-CNTRC surfaces were reinforced with different proportions of CNT. The reference sample was made of only a pultruded GFRP profile. In the study, the reference sample and four samples with CNT were tested under compression. The largest buckling load difference between the reference sample and the sample with CNT was 37.7%. The difference between the analytical calculation results and experimental results was obtained with an approximation of 0.49%–4.92%. Finally, the buckling, debonding, interlaminar cracks, and fiber breakage were observed in the samples. © 2024 The Authorsen_US
dc.description.sponsorshipMinistry of Education and Science of the Russian Federation, Minobrnauka; Najran University, NU: NU/RG/SERC/12/11; Najran University, NU; 075-15-2022-312en_US
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofHeliyonen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectBucklingen_US
dc.subjectCarbon fiber-reinforced polymeren_US
dc.subjectCarbon nanotubeen_US
dc.subjectComposite sandwich beamen_US
dc.subjectFlexural behavioren_US
dc.subjectGlass fiber-reinforced polymeren_US
dc.subjectStiffnessen_US
dc.subjectStrengthen_US
dc.titleExperimental investigation and analytical verification of buckling of functionally graded carbon nanotube-reinforced sandwich beamsen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.heliyon.2024.e28388-
dc.identifier.scopus2-s2.0-85189987346en_US
dc.departmentKTÜNen_US
dc.identifier.volume10en_US
dc.identifier.issue8en_US
dc.identifier.wosWOS:001235187700001en_US
dc.institutionauthorMadenci, E.-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid57194583422-
dc.authorscopusid57203961386-
dc.authorscopusid57197657593-
dc.authorscopusid57193686945-
dc.authorscopusid57205295733-
dc.authorscopusid14320152600-
dc.authorscopusid57212303470-
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.languageiso639-1en-
item.grantfulltextnone-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept02.02. Department of Civil Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections
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