dc.creatorMantari, J.L.
dc.creatorGranados, E.V.
dc.date.accessioned2017-11-28T12:31:44Z
dc.date.available2017-11-28T12:31:44Z
dc.date.created2017-11-28T12:31:44Z
dc.date.issued2015-05
dc.identifier0263-8231
dc.identifierhttps://hdl.handle.net/20.500.12815/46
dc.identifierhttps://doi.org/10.1016/j.tws.2015.01.015
dc.identifierThin-Walled Structures
dc.description.abstractThis paper presents a static analysis of functionally graded plates (FGPs) by using a new first shear deformation theory (FSDT). This theory contains only four unknowns, with is even less than the classical FSDT. In this paper a simply supported FG square sandwich plate is subjected to a bi-sinusoidal load. The governing equations for static bending analysis are derived by employing the principle of virtual works. These equations are then solved via Navier-type, closed form solutions. The accuracy of the present theory is ascertained by comparing it with various available solutions in the literature.
dc.languageeng
dc.publisherElsevier
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rightsinfo:eu-repo/semantics/openAccess
dc.sourceRepositorio Institucional UTEC
dc.sourceUniversidad de Ingeniería y Tecnología - UTEC
dc.subjectShear deformation theory
dc.subjectFSDT
dc.subjectStatic analysis
dc.subjectFunctionally graded materials
dc.titleA refined FSDT for the static analysis of functionally graded sandwich plates
dc.typeinfo:eu-repo/semantics/article


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