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Título : An original FSDT to study advanced composites on elastic foundation
Autor : Mantari, J. L.
Granados, E. V.
Palabras clave : Plates;Elasticity;Mechanical properties;Vibration;Analytical modelling
Fecha de publicación : oct-2016
Editorial : Elsevier Ltd
URI Relacionado: https://www.scopus.com/inward/record.uri?eid=2-s2.0-84975068666&doi=10.1016%2fj.tws.2016.05.024&partnerID=40&md5=d54751ff4f0a8389ae2d579492fb92b5
Resumen : This 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.
URI : http://cybertesis.uni.edu.pe/handle/uni/3548
ISSN : 2638231
Correo electrónico : jmantari@utec.edu.pe
Derechos: info:eu-repo/semantics/embargoedAccess
Aparece en las colecciones: Instituto General de Investigación

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