Please use this identifier to cite or link to this item: http://cybertesis.uni.edu.pe/handle/uni/3548
Title: An original FSDT to study advanced composites on elastic foundation
Authors: Mantari, J. L.
Granados, E. V.
Keywords: Plates;Elasticity;Mechanical properties;Vibration;Analytical modelling
Issue Date: Oct-2016
Publisher: Elsevier Ltd
Related URI: https://www.scopus.com/inward/record.uri?eid=2-s2.0-84975068666&doi=10.1016%2fj.tws.2016.05.024&partnerID=40&md5=d54751ff4f0a8389ae2d579492fb92b5
Abstract: 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
E-mail: jmantari@utec.edu.pe
Rights: info:eu-repo/semantics/embargoedAccess
Appears in Collections:Instituto General de Investigación (IGI)

Files in This Item:
File Description SizeFormat 
An original FSDT to study advanced composites on elastic foundation.pdf95,17 kBAdobe PDFView/Open


This item is licensed under a Creative Commons License Creative Commons

Indexado por:
Indexado por Scholar Google LaReferencia Concytec BASE renati ROAR ALICIA RepoLatin UNI