dc.contributorjmantari@utec.edu.pe
dc.creatorGranados, E. V.
dc.creatorMantari, J. L.
dc.creatorMantari, J. L.
dc.creatorGranados, E. V.
dc.date2017-07-03T19:44:53Z
dc.date2017-07-03T19:44:53Z
dc.date2016-10
dc.date.accessioned2022-12-06T19:41:54Z
dc.date.available2022-12-06T19:41:54Z
dc.identifier2638231
dc.identifierhttp://hdl.handle.net/20.500.14076/3548
dc.identifierThin-Walled Structures
dc.identifier10.1016/j.tws.2016.05.024
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/5276749
dc.descriptionThis 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.
dc.formatapplication/pdf
dc.languageeng
dc.publisherElsevier Ltd
dc.relationhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84975068666&doi=10.1016%2fj.tws.2016.05.024&partnerID=40&md5=d54751ff4f0a8389ae2d579492fb92b5
dc.rightsinfo:eu-repo/semantics/restrictedAccess
dc.rightshttp://creativecommons.org/licenses/by/4.0/
dc.sourceUniversidad Nacional de Ingeniería
dc.sourceRepositorio Institucional - UNI
dc.subjectPlates
dc.subjectElasticity
dc.subjectMechanical properties
dc.subjectVibration
dc.subjectAnalytical modelling
dc.titleAn original FSDT to study advanced composites on elastic foundation
dc.typeArtículos de revistas


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