Technical Papers
Feb 7, 2013

Stress Analysis of Transversely Loaded Functionally Graded Plates with a Higher Order Shear and Normal Deformation Theory

Publication: Journal of Engineering Mechanics
Volume 139, Issue 12

Abstract

Static analysis of orthotropic functionally graded (FG) elastic, rectangular, and simply supported (diaphragm) plates under transverse loads is presented based on a higher order shear and normal deformation theory (HOSNT). Although functionally graded materials (FGMs) are highly heterogeneous in nature, they are generally idealized as continua with mechanical properties changing smoothly with respect to the spatial coordinates. The material properties of FG plates are assumed here to be varying through the thickness of the plate in a continuous manner. The Poisson’s ratios of the FG plates are assumed to be constant, but their Young’s moduli vary continuously in the thickness direction according to the volume fraction of constituents, which are mathematically modeled as an exponential function. The governing equations of equilibrium for the FG plates are derived on the basis of a HOSNT assuming varying material properties. Numerical solutions are obtained by the use of the Navier solution method. Several examples of isotropic, orthotropic, and FG plates are presented. The accuracy of the numerical solutions has been compared with the solutions obtained by other models and the exact three-dimensional (3D) elasticity solutions.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 139Issue 12December 2013
Pages: 1663 - 1680

History

Received: Sep 5, 2011
Accepted: Feb 5, 2013
Published online: Feb 7, 2013
Published in print: Dec 1, 2013

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Authors

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D. K. Jha
Scientific Officer (E), Architectural and Civil Engineering Division, Bhabha Atomic Research Centre, Mumbai 400 085, India.
Professor in Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400 076, India (corresponding author). E-mail: [email protected]
R. K. Singh
Head, Containment Studies Section (CSS), Reactor Safety Division, Bhabha Atomic Research Centre, Mumbai 400 085, India.

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