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dc.contributor.authorMantari, J. L.-
dc.contributor.authorGranados, E. V.-
dc.creatorGranados, E. V.-
dc.creatorMantari, J. L.-
dc.date.accessioned2017-08-14T15:31:42Z-
dc.date.available2017-08-14T15:31:42Z-
dc.date.issued2015-05-
dc.identifier.issn0263-8231-
dc.identifier.urihttp://hdl.handle.net/20.500.14076/4143-
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.es
dc.formatapplication/pdfes
dc.language.isoenges
dc.publisherElsevier Ltdes
dc.relation.urihttp://www.sciencedirect.com/science/article/pii/S026382311500018Xes
dc.rightsinfo:eu-repo/semantics/restrictedAccesses
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/es
dc.sourceUniversidad Nacional de Ingenieríaes
dc.sourceRepositorio Institucional - UNIes
dc.subjectShear deformation theoryes
dc.subjectFSDTes
dc.subjectStatic analysises
dc.subjectFunctionally graded materialses
dc.titleA refined FSDT for the static analysis of functionally graded sandwich plateses
dc.typeinfo:eu-repo/semantics/articlees
dc.identifier.journalThin-Walled Structureses
dc.identifier.doi10.1016/j.tws.2015.01.015es
dc.contributor.emailjmantari@utec.edu.pees
Aparece en las colecciones: Instituto General de Investigación (IGI)

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