Title
Bending response of functionally graded plates by using a new higher order shear deformation theory
Date Issued
01 January 2012
Access level
metadata only access
Resource Type
journal article
Author(s)
Oktem A.S.
Guedes Soares C.
Technical University of Lisbon
Publisher(s)
Elsevier Ltd
Abstract
This paper presents an analytical solution to the static analysis of functionally graded plates, using a recently developed higher order shear deformation theory (HSDT) and provides detailed comparisons with other HSDT's available in the literature. These theories account for adequate distribution of the transverse shear strains through the plate thickness and tangential stress-free boundary conditions on the plate boundary surfaces, thus a shear correction factor is not required. The mechanical properties of the plates are assumed to vary in the thickness direction according to a power-law distribution in terms of the volume fractions of the constituents. The governing equations of a functionally graded (FG) plate and boundary conditions are derived by employing the principle of virtual work. Navier-type analytical solution is obtained for FG plates subjected to transverse bi-sinusoidal and distributed loads for simply supported boundary conditions. Results are provided for thick to thin FG plates and for different volume fraction distributions. The accuracy of the present code is verified by comparing it with known results in the literature. © 2011 Elsevier Ltd.
Start page
714
End page
723
Volume
94
Issue
2
Language
English
OCDE Knowledge area
Ingeniería estructural y municipal
Scopus EID
2-s2.0-84860833894
Source
Composite Structures
ISSN of the container
02638223
Sponsor(s)
The first and the second author have been financed by the Portuguese Foundation of Science and Technology under the contract numbers SFRH/BD/66847/2009 and SFRH/BPD/47687/2008, respectively.
Sources of information: Directorio de Producción Científica Scopus