Please use this identifier to cite or link to this item: http://hdl.handle.net/20.500.14076/3652
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dc.contributor.authorMantari, J. L.-
dc.contributor.authorYarasca, J.-
dc.creatorYarasca, J.-
dc.creatorMantari, J. L.-
dc.date.accessioned2017-07-06T15:43:10Z-
dc.date.available2017-07-06T15:43:10Z-
dc.date.issued2015-09-
dc.identifier.issn0263-8223-
dc.identifier.urihttp://hdl.handle.net/20.500.14076/3652-
dc.description.abstractThis paper presents a static analysis of functionally graded (FG) single and sandwich beams by using a simple and efficient 4-unknown quasi-3D hybrid type theory, which includes both shear deformation and thickness stretching effects. The governing equations and boundary conditions are derived by employing the principle of virtual works. Navier-type closed-form solution is obtained for several beams. New hybrid type shear strain shape functions for the inplane and transverse displacement were introduced in general manner to model the displacement field of beams. Numerical results of the present compact quasi-3D theory are compared with other quasi-3D higher order shear deformation theories (HSDTs).es
dc.formatapplication/pdfes
dc.language.isoenges
dc.publisherElsevier Ltdes
dc.relation.urihttp://www.sciencedirect.com/science/article/pii/S0263822315007667es
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.subjectBeamses
dc.subjectElasticityes
dc.subjectBendinges
dc.subjectAnalytical modellinges
dc.titleA simple and accurate generalized shear deformation theory for beamses
dc.typeinfo:eu-repo/semantics/articlees
dc.identifier.journalComposite Structureses
dc.identifier.doi10.1016/j.compstruct.2015.08.073es
dc.contributor.emailjmantari@utec.edu.pees
Appears in Collections:Instituto General de Investigación (IGI)

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