Determination of Critical Buckling Loads for Euler Columns of Variable Flexural Stiffness with a Continuous Elastic Restraint Using Homotopy Perturbation Method

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dc.contributor.authorCoskun, Safa Bozkurt
dc.date.accessioned2019-08-01T13:38:39Z
dc.date.available2019-08-01T13:38:39Z
dc.date.issued2009
dc.departmentNiğde ÖHÜ
dc.description.abstractIn this paper, stability analysis of continuously restrained Euler columns of variable flexural stiffness is conducted by using homotopy perturbation method (HPM). The restraint considered in this study is an elastic foundation model in engineering practice and it is of great interest to foundation engineers. Critical buckling loads are investigated considering different end conditions. Obtaining analytical solutions for these types of problems was very difficult, now the condition is changed. The study proves that HPM is a very efficient and promising approach to the elastic stability analysis of specified problems.
dc.identifier.endpage197
dc.identifier.issn1565-1339
dc.identifier.issn2191-0294
dc.identifier.issue2
dc.identifier.scopus2-s2.0-65349129667
dc.identifier.scopusqualityQ2
dc.identifier.startpage191
dc.identifier.urihttps://hdl.handle.net/11480/5101
dc.identifier.volume10
dc.identifier.wosWOS:000262962900005
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorCoskun, Safa Bozkurt
dc.language.isoen
dc.publisherWALTER DE GRUYTER GMBH
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.subjectHomotopy perturbation method
dc.subjectBuckling
dc.subjectContinuous restraint
dc.subjectEuler column
dc.subjectVariable flexural stiffness
dc.subjectElastic stability
dc.titleDetermination of Critical Buckling Loads for Euler Columns of Variable Flexural Stiffness with a Continuous Elastic Restraint Using Homotopy Perturbation Method
dc.typeArticle

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