Please use this identifier to cite or link to this item: http://hdl.handle.net/20.500.14076/3548
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dc.contributor.authorMantari, J. L.-
dc.contributor.authorGranados, E. V.-
dc.creatorGranados, E. V.-
dc.creatorMantari, J. L.-
dc.date.accessioned2017-07-03T19:44:53Z-
dc.date.available2017-07-03T19:44:53Z-
dc.date.issued2016-10-
dc.identifier.issn2638231-
dc.identifier.urihttp://hdl.handle.net/20.500.14076/3548-
dc.description.abstractThis paper presents a bending and free vibration analysis of functionally graded plates (FGPs) resting on elastic foundation by using an original first shear deformation theory (FSDT). This theory contains only four unknowns, which is even less than the classical FSDT. The elastic foundation follows the Pasternak (two-parameter) mathematical model. The governing equations for the bending and free vibration analysis are obtained through the principle of virtual work and Hamilton's principle, respectively. The original displacement field allows obtaining interesting governing equations. These equations are solved via Navier-type, closed form solutions. The accuracy of the current solution is verified by comparing it with 3D and other closed form solutions available in the literature.es
dc.formatapplication/pdfes
dc.language.isoenges
dc.publisherElsevier Ltdes
dc.relation.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84975068666&doi=10.1016%2fj.tws.2016.05.024&partnerID=40&md5=d54751ff4f0a8389ae2d579492fb92b5es
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.subjectPlateses
dc.subjectElasticityes
dc.subjectMechanical propertieses
dc.subjectVibrationes
dc.subjectAnalytical modellinges
dc.titleAn original FSDT to study advanced composites on elastic foundationes
dc.typeinfo:eu-repo/semantics/articlees
dc.identifier.journalThin-Walled Structureses
dc.identifier.doi10.1016/j.tws.2016.05.024es
dc.contributor.emailjmantari@utec.edu.pees
Appears in Collections:Instituto General de Investigación (IGI)

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