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Thermal buckling of FGM shells resting on a two-parameter elastic foundation

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dc.creator Sofiyev, Abdullah
dc.date 2011-09-30T21:00:00Z
dc.date.accessioned 2020-10-06T10:31:45Z
dc.date.available 2020-10-06T10:31:45Z
dc.identifier 6f05b505-378a-43ff-8699-15fdcbd85dd1
dc.identifier 10.1016/j.tws.2011.03.018
dc.identifier https://avesis.sdu.edu.tr/publication/details/6f05b505-378a-43ff-8699-15fdcbd85dd1/oai
dc.identifier.uri http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/63010
dc.description This paper focuses on the thermal buckling analysis of FGM shells resting on the two-parameter elastic foundation. Material properties of the constituents are graded in the thickness direction according to the power-law distribution. The surrounding elastic medium is modeled as an elastic foundation of the Pasternak-type. After giving the fundamental relations, the stability and compatibility equations of an FGM truncated conical shell subjected to thermal load and resting on a two-parameter elastic foundation have been derived. Critical temperature differences of FGM truncated conical shells with or without elastic foundations subjected to non-linearly distributed temperature across the thickness of the shells are obtained by solving eigenvalue problems. The appropriate formulas for FGM cylindrical shells with or without elastic foundations are found as a special case. In order to assure the accuracy of the present study, convergence properties of the critical temperature are examined in detail. (C) 2011 Elsevier Ltd. All rights reserved.
dc.language eng
dc.rights info:eu-repo/semantics/closedAccess
dc.title Thermal buckling of FGM shells resting on a two-parameter elastic foundation
dc.type info:eu-repo/semantics/article


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