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Rotary inertia effect on dynamic analysis of embedded FG porous nanobeams under deformable boundary conditions with the effect of neutral axis

dc.contributor.authorUzun, Buşra
dc.contributor.authorYaylı, Mustafa Özgür
dc.contributor.buuauthorUZUN, BÜŞRA
dc.contributor.buuauthorYAYLI, MUSTAFA ÖZGÜR
dc.contributor.departmentMühendislik Fakültesi
dc.contributor.departmentİnşaat Mühendisliği Bölümü
dc.contributor.orcid0000-0002-7636-7170
dc.contributor.orcid0000-0003-2231-170X
dc.contributor.researcheridAAJ-6390-2021
dc.contributor.researcheridABE-6914-2020
dc.date.accessioned2025-01-28T11:00:19Z
dc.date.available2025-01-28T11:00:19Z
dc.date.issued2024-02-01
dc.description.abstractThe main objective of this study is to investigate the free vibrational frequencies of constrained nonlocal Rayleigh nanobeams consisting of functionally graded material with four different porosity distributions embedded in a Winkler foundation under the influence of rotary inertia and deformable springs. For this purpose, an efficient analytical solution is presented which includes the properties of the material distribution based on the power-law rule, rotary inertia and deformable spring effects. The presented nanobeams have two sets of end conditions, in fact all possible combinations of elastic and rigid boundary conditions are applied to the boundaries. The advantage of such models is that specific support conditions (rigid or deformable) can be considered. In this work, sets of four equations of infinite series are derived for the force boundary conditions using Fourier series and the Stokes' transform. Then, two different eigenvalue problems are formulated by excluding the coefficients presented for the analytical solution. The eigenvalues of the problems give the vibration frequencies. To the best of the authors' knowledge, no previous work has been presented that examines the four different porosity distributions considered in this study together with nonlocal elasticity, rotary inertia, Winkler foundation and deformable boundaries. Various studies are performed on the effects of Winkler parameter, porosity parameter, nonlocal parameter, various rigid and deformable boundary conditions and the rotary inertia. The nonlocal parameter and the rotary inertia have a decreasing effect on the frequencies, while the Winkler foundation parameter increases the frequencies. Also, the type of porosity distribution and the stiffness of the deformable springs have significant effects on the frequencies.
dc.identifier.doi10.1007/s40430-023-04605-z
dc.identifier.eissn1806-3691
dc.identifier.issn1678-5878
dc.identifier.issue2
dc.identifier.scopus2-s2.0-85184182694
dc.identifier.urihttps://doi.org/10.1007/s40430-023-04605-z
dc.identifier.urihttps://link.springer.com/article/10.1007/s40430-023-04605-z
dc.identifier.urihttps://hdl.handle.net/11452/49875
dc.identifier.volume46
dc.identifier.wos001155877300001
dc.indexed.wosWOS.SCI
dc.language.isoen
dc.publisherSpringer
dc.relation.bapFGA-2022-1155
dc.relation.journalJournal of The Brazilian Society of Mechanical Sciences and Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectFree-vibration analysis
dc.subjectFunctionally graded beams
dc.subjectNonlinear vibration
dc.subjectBuckling analysis
dc.subjectCouple
dc.subjectNanotubes
dc.subjectEuler
dc.subjectStokes' transformation
dc.subjectFourier series
dc.subjectFunctionally graded porous nanobeams
dc.subjectWinkler foundation
dc.subjectNonlocal rayleigh theory
dc.subjectScience & technology
dc.subjectTechnology
dc.subjectEngineering, mechanical
dc.subjectEngineering
dc.titleRotary inertia effect on dynamic analysis of embedded FG porous nanobeams under deformable boundary conditions with the effect of neutral axis
dc.typeArticle
dspace.entity.typePublication
local.contributor.departmentMühendislik Fakültesi/İnşaat Mühendisliği Bölümü
local.indexed.atWOS
local.indexed.atScopus
relation.isAuthorOfPublicationb6065bca-cfbf-46a6-83bc-4d662b46f3df
relation.isAuthorOfPublicationf9782842-abc1-42a9-a3c2-76a6464363be
relation.isAuthorOfPublication.latestForDiscoveryb6065bca-cfbf-46a6-83bc-4d662b46f3df

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