Publication:
Buckling analysis of Euler columns embedded in an elastic medium with general elastic boundary conditions

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dc.contributor.buuauthorYaylı, Mustafa Özgür
dc.contributor.departmentMühendislik Fakültesi
dc.contributor.departmentİnşaat Mühendisliği Bölümü
dc.contributor.orcid0000-0003-2231-170X
dc.contributor.researcheridAAJ-6390-2021
dc.contributor.scopusid44661926700
dc.date.accessioned2023-01-11T06:40:39Z
dc.date.available2023-01-11T06:40:39Z
dc.date.issued2017-02-03
dc.description.abstractIn this article, an efficient analytical method for elastically restrained Euler columns embedded in an elastic medium has been proposed to calculate buckling loads. The lateral deflection function under compression is represented by a Fourier sine series. Stokes' transformation is employed to develop the legitimized stability equations. Explicit analytical expressions are derived, which can be used for any type of boundary conditions. The efficiency of present formulation is demonstrated by comparing the results to those obtained by imposing three well-known boundary conditions available in the literature. A very good agreement has been obtained. The present formulation permits to have more efficient coefficient matrix for calculating the buckling loads of Euler columns with any desired boundary conditions.
dc.identifier.citationYaylı, M. Ö. (2018). ''Buckling analysis of Euler columns embedded in an elastic medium with general elastic boundary conditions''. Mechanics Based Design of Structures and Machines, 46(1), 110-122.
dc.identifier.endpage122
dc.identifier.issn1539-7734
dc.identifier.issn1539-7742
dc.identifier.issue1
dc.identifier.scopus2-s2.0-85018951763
dc.identifier.startpage110
dc.identifier.urihttps://doi.org/10.1080/15397734.2017.1292142
dc.identifier.urihttps://www.tandfonline.com/doi/full/10.1080/15397734.2017.1292142
dc.identifier.urihttp://hdl.handle.net/11452/30382
dc.identifier.volume46
dc.identifier.wos000423552800008
dc.indexed.wosSCIE
dc.language.isoen
dc.publisherTaylor and Francis
dc.relation.journalMechanics Based Design of Structures and Machines
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectMechanics
dc.subjectElastically restrained ends
dc.subjectEuler columns
dc.subjectFourier sine series
dc.subjectStokes' transformation
dc.subjectBeams
dc.subjectVibration
dc.subjectSections
dc.subjectBessel
dc.subjectBoundary conditions
dc.subjectBuckling
dc.subjectFourier series
dc.subjectAnalytical expressions
dc.subjectAnalytical method
dc.subjectCoefficient matrix
dc.subjectElastically restrained ends
dc.subjectEuler columns
dc.subjectFourier sine series
dc.subjectLateral deflection
dc.subjectStability equations
dc.subjectFourier transforms
dc.subject.scopusElastic Foundation; Rigidity; Timoshenko Beams
dc.subject.wosMechanics
dc.titleBuckling analysis of Euler columns embedded in an elastic medium with general elastic boundary conditions
dc.typeArticle
dc.wos.quartileQ2
dspace.entity.typePublication
local.contributor.departmentMühendislik Fakültesi/İnşaat Mühendisliği Bölümü
local.indexed.atScopus
local.indexed.atWOS

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