A refined FSDT for the static analysis of functionally graded sandwich plates

Mantari, J.L.; Granados, E.V.

dc.contributor.author	Mantari, J.L.
dc.contributor.author	Granados, E.V.
dc.date.accessioned	2017-11-28T12:31:44Z
dc.date.available	2017-11-28T12:31:44Z
dc.date.issued	2015-05
dc.identifier.issn	0263-8231	es_PE
dc.identifier.uri	https://hdl.handle.net/20.500.12815/46
dc.description.abstract	This 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_PE
dc.format	application/pdf	es_PE
dc.language.iso	eng	es_PE
dc.publisher	Elsevier	es_PE
dc.rights	info:eu-repo/semantics/openAccess	es_PE
dc.rights.uri	http://creativecommons.org/licenses/by-nc-nd/4.0/	*
dc.source	Repositorio Institucional UTEC	es_PE
dc.source	Universidad de Ingeniería y Tecnología - UTEC	es_PE
dc.subject	Shear deformation theory	es_PE
dc.subject	FSDT	es_PE
dc.subject	Static analysis	es_PE
dc.subject	Functionally graded materials	es_PE
dc.title	A refined FSDT for the static analysis of functionally graded sandwich plates	es_PE
dc.type	info:eu-repo/semantics/article	es_PE
dc.identifier.doi	https://doi.org/10.1016/j.tws.2015.01.015	es_PE
dc.identifier.journal	Thin-Walled Structures	es_PE