A Quasi-3D theory for bending, vibration and buckling analysis of FG-CNTRC and GPLRC curved beams

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dc.contributor.authorPham, S.D.
dc.contributor.authorKaramanli, A.
dc.contributor.authorWattanasakulpong, N.
dc.contributor.authorVo, T.P.
dc.date.accessioned2024-05-19T14:33:58Z
dc.date.available2024-05-19T14:33:58Z
dc.date.issued2024
dc.departmentİstinye Üniversitesien_US
dc.description.abstractThis paper proposes a finite element model based on Quasi-3D theory, which includes both normal and shear effects, to study the bending, vibration, and buckling responses of FG-CNTRC and GPLRC curved beams. A two-node beam element satisfying C1 continuity requirement is utilized to compute displacements, critical buckling loads, and natural frequencies for beams with various boundary conditions. To evaluate the precision of the suggested model, various numerical examples are conducted. Next, a comprehensive parameter study is carried out to study the effects of distribution patterns and fractional volume of reinforced materials, open angles, aspect ratios, and boundary conditions. Numerous numerical results can serve as benchmarks for subsequent investigations. © 2024 The Authorsen_US
dc.identifier.doi10.1016/j.istruc.2024.106431
dc.identifier.issn2352-0124
dc.identifier.scopus2-s2.0-85190720986en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1016/j.istruc.2024.106431
dc.identifier.urihttps://hdl.handle.net/20.500.12713/4379
dc.identifier.volume63en_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofStructuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.snmz20240519_kaen_US
dc.subjectFg-Cntrc And Gplrc Curved Beamsen_US
dc.subjectFinite Elementen_US
dc.subjectQuasi-3d Theoryen_US
dc.titleA Quasi-3D theory for bending, vibration and buckling analysis of FG-CNTRC and GPLRC curved beamsen_US
dc.typeArticleen_US

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