Buckling of Euler Columns with a Continuous Elastic Restraint via Homotopy Analysis Method

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dc.contributor.authorEryilmaz, Aytekin
dc.contributor.authorAtay, M. Tarik
dc.contributor.authorCoskun, Safa B.
dc.contributor.authorBasbuk, Musa
dc.date.accessioned2019-08-01T13:38:39Z
dc.date.available2019-08-01T13:38:39Z
dc.date.issued2013
dc.departmentNiğde ÖHÜ
dc.description.abstractHomotopy Analysis Method (HAM) is applied to find the critical buckling load of the Euler columns with continuous elastic restraints. HAM has been successfully applied to many linear and nonlinear, ordinary and partial, differential equations, integral equations, and difference equations. In this study, we presented the application of HAM to the critical buckling loads for Euler columns with five different support cases continuous elastic restraints. The results are compared with the analytic solutions.
dc.identifier.doi10.1155/2013/341063
dc.identifier.issn1110-757X
dc.identifier.issn1687-0042
dc.identifier.scopus2-s2.0-84875712190
dc.identifier.scopusqualityQ3
dc.identifier.urihttps://dx.doi.org/10.1155/2013/341063
dc.identifier.urihttps://hdl.handle.net/11480/4487
dc.identifier.wosWOS:000315905700001
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthor[0-Belirlenecek]
dc.language.isoen
dc.publisherHINDAWI LTD
dc.relation.ispartofJOURNAL OF APPLIED MATHEMATICS
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.titleBuckling of Euler Columns with a Continuous Elastic Restraint via Homotopy Analysis Method
dc.typeArticle

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