Dynamic analysis of viscoelastic FGM shells with porosities on elastic foundation

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dc.contributor.authorCalim, Mehmet Halil
dc.contributor.authorCapar, Omer Faruk
dc.contributor.authorOzbey, Mehmet Bugra
dc.contributor.authorCuma, Yavuz Cetin
dc.date.accessioned2025-01-06T17:37:34Z
dc.date.available2025-01-06T17:37:34Z
dc.date.issued2024
dc.description.abstractThis study investigates free and damped vibration behaviours of porous functionally graded shells supported by Winkler-Pasternak foundation, considering different geometries. Utilizing a higher-order shear deformation theory, the displacement field is determined. The equations of motion are formulated using Hamilton's principle, and the solutions are obtained Navier's method employing double Fourier series. Parametric studies regarding the effects of porosity, material distribution, elastic foundation, shell geometry and damping are carried out. Results are given in tabular and graphical form for the free and forced vibration analyses, respectively.
dc.identifier.doi10.12989/gae.2024.39.1.055
dc.identifier.endpage72
dc.identifier.issn2005-307X
dc.identifier.issn2092-6219
dc.identifier.issue1
dc.identifier.scopus2-s2.0-85207527017
dc.identifier.scopusqualityQ2
dc.identifier.startpage55
dc.identifier.urihttps://doi.org/10.12989/gae.2024.39.1.055
dc.identifier.urihttps://hdl.handle.net/20.500.14669/2285
dc.identifier.volume39
dc.identifier.wosWOS:001335300300005
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTechno-Press
dc.relation.ispartofGeomechanics and Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241211
dc.subjectelastic foundation
dc.subjectfree vibration
dc.subjectforced vibration
dc.subjectfunctionally graded materials
dc.subjectporosity
dc.subjectviscoelasticity
dc.titleDynamic analysis of viscoelastic FGM shells with porosities on elastic foundation
dc.typeArticle

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