Investigation of the Winkler foundation model applicability for describing the contact interaction of elastoplastic shells with a core under external pressure

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In this paper, the buckling of non-homogeneous isotropic truncated conical shells under uniform lateral pressure and resting on a Winkler foundation is investigated. The basic relations and governing equations have been obtained for non-homogeneous truncated conical shells. The critical uniform lateral pressures of non-homogeneous isotropic truncated conical shells with or without a Winkler fou...

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ژورنال

عنوان ژورنال: PNRPU Mechanics Bulletin

سال: 2020

ISSN: 2226-1869,2224-9893

DOI: 10.15593/perm.mech/2020.4.04