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Analytical solution of stability of FG-CNTRC conical shells under external pressures

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dc.creator Salamci, M. U.
dc.creator Turkaslan, Banu
dc.creator Sofiyev, A. H.
dc.creator Bayramov, R. P.
dc.date 2019-11-01T00:00:00Z
dc.date.accessioned 2021-12-03T12:05:33Z
dc.date.available 2021-12-03T12:05:33Z
dc.identifier fb7425ae-7962-4bff-94f8-c3ae74667831
dc.identifier 10.1016/j.tws.2019.106338
dc.identifier https://avesis.sdu.edu.tr/publication/details/fb7425ae-7962-4bff-94f8-c3ae74667831/oai
dc.identifier.uri http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/95994
dc.description In this study, an effective analytical solution for the stability problem of functionally graded (FG) carbon nanotube reinforced composite (CNTRC) conical shells (CSs) exposed to external lateral and hydrostatic pressures is presented. The materials of functionally graded carbon nanotube reinforced composite conical shells (FG-CNTRC-CSs) are graded in the thickness direction according to linear distributions of the volume fraction of CNTs. The effective material properties of CNTRC-CSs are calculated using the extended mixture rule. The basic equations of CNTRC-CSs are derived using modified Donnell-type shell theory based on the first order shear deformation theory (FSDT). By using Galerkin method, the expressions for the critical external pressures of FG-CNTRC-CSs are obtained. The accuracy and reliability of existing solutions is confirmed by numerical examples and comparison with the results based on the FSDT and classical shell theory (CST) in the literature. Finally, numerical calculations are performed to demonstrate the effects of various graded profiles and volume fraction of CNTs and variation of CSs geometry on the critical external pressures for FG-CNTRC-CSs.
dc.language eng
dc.rights info:eu-repo/semantics/closedAccess
dc.title Analytical solution of stability of FG-CNTRC conical shells under external pressures
dc.type info:eu-repo/semantics/article


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