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Stability Analysis of Clamped Nonhomogeneous Shells on the Elastic Foundation

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dc.creator Sofiyev, A. H.
dc.creator Deniz, A.
dc.creator Ozyigit, P.
dc.creator Pinarlik, M.
dc.date 2014-01-31T22:00:00Z
dc.date.accessioned 2020-10-06T09:50:23Z
dc.date.available 2020-10-06T09:50:23Z
dc.identifier 4e948591-dbfb-487e-b205-7d2a83f789b9
dc.identifier 10.12693/aphyspola.125.459
dc.identifier https://avesis.sdu.edu.tr/publication/details/4e948591-dbfb-487e-b205-7d2a83f789b9/oai
dc.identifier.uri http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/59777
dc.description In the present study a theoretical analysis is presented for determining the stability characteristics of clamped non-homogeneous shells on the elastic foundation subjected to the lateral pressure. The basic equations have been derived for the shell, the Young modulus of which varies exponentially in the thickness direction and rests on the elastic foundation. By applying the Galerkin method to the basic equations, the expressions for the critical lateral pressure of the non-homogeneous shell with or without an elastic foundation are obtained. Finally, the effects of the non-homogeneity, elastic foundation and shell characteristics on the critical lateral pressure have been studied.
dc.language eng
dc.rights info:eu-repo/semantics/closedAccess
dc.title Stability Analysis of Clamped Nonhomogeneous Shells on the Elastic Foundation
dc.type info:eu-repo/semantics/article


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