Buckling Analysis of Functionally Graded Beams Using the Finite Element Method

dc.contributor.authorTuran, Muhittin
dc.contributor.authorHacıoğlu, Mahmut İlter
dc.date.accessioned2024-10-04T19:04:12Z
dc.date.available2024-10-04T19:04:12Z
dc.date.issued2022
dc.departmentBayburt Üniversitesien_US
dc.description.abstractThis study developed a finite element model according to higher-order shear deformation beam theory (HSDT) for the buckling analysis of functionally graded (FG) beams. Equilibrium equations of the FG beam are obtained from Lagrange’s equations. The beam element to be discussed within the scope of the study has 5 nodes and 16 degrees of freedom (DOF). As a result of the buckling analysis, the critical buckling load of the beam was obtained for various boundary conditions, power-law index (p), and slenderness (L/h). When the critical buckling loads obtained as a result of the analysis were compared with the literature, it was seen that they were quite compatible.en_US
dc.identifier.doi10.18185/erzifbed.1199454
dc.identifier.endpage109en_US
dc.identifier.issn1307-9085
dc.identifier.issn2149-4584
dc.identifier.issueSPECIAL ISSUE Ien_US
dc.identifier.startpage98en_US
dc.identifier.trdizinid1161348en_US
dc.identifier.urihttps://doi.org/10.18185/erzifbed.1199454
dc.identifier.urihttps://search.trdizin.gov.tr/tr/yayin/detay/1161348
dc.identifier.urihttp://hdl.handle.net/20.500.12403/4232
dc.identifier.volume15en_US
dc.indekslendigikaynakTR-Dizinen_US
dc.language.isoenen_US
dc.relation.ispartofErzincan Üniversitesi Fen Bilimleri Enstitüsü Dergisien_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFinite element modelen_US
dc.subjectFG beamen_US
dc.subjectBuckling analysisen_US
dc.subjectHigher-order shear deformation beam theoryen_US
dc.titleBuckling Analysis of Functionally Graded Beams Using the Finite Element Methoden_US
dc.typeArticleen_US

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