Determination of buckling loads of tilted buckled column with varying flexural rigidity using variational iteration method

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dc.contributor.authorAtay, Mehmet Tarik
dc.date.accessioned2024-11-07T10:40:01Z
dc.date.available2024-11-07T10:40:01Z
dc.date.issued2010
dc.departmentNiğde Ömer Halisdemir Üniversitesi
dc.description.abstractIn this paper, Variational Iteration Method (VIM) is applied for finding buckling loads of a tilted buckled column with varying flexural rigidity, which is an important engineering problem in structural analysis and design considerations. In the cases where determination of exact solutions of tilt-buckling problems may not be possible, usage of this new technique will give researchers a powerful tool for determining them. This study shows the efficiency of the method and accuracy of the resulting analytic approximate solution for the problem. ©Freund Publishing House Ltd.
dc.identifier.endpage103
dc.identifier.issn1565-1339
dc.identifier.issue2
dc.identifier.scopus2-s2.0-78649521460
dc.identifier.scopusqualityQ2
dc.identifier.startpage97
dc.identifier.urihttps://hdl.handle.net/11480/11356
dc.identifier.volume11
dc.indekslendigikaynakScopus
dc.language.isoen
dc.relation.ispartofInternational Journal of Nonlinear Sciences and Numerical Simulation
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241106
dc.subjectBuckling
dc.subjectElastic column
dc.subjectElastic stability
dc.subjectTilt buckling
dc.subjectVariational iteration
dc.titleDetermination of buckling loads of tilted buckled column with varying flexural rigidity using variational iteration method
dc.typeArticle

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