Steel and Composite Structures

Volume 30, Number 1, 2019, pages 13-29

DOI: 10.12989/scs.2019.30.1.013

A novel hyperbolic shear deformation theory for the mechanical buckling analysis of advanced composite plates resting on elastic foundations

Kheira Soltani , Aicha Bessaim , Mohammed Sid Ahmed Houari , Abdelhakim Kaci , Mohamed Benguediab , Abdelouahed Tounsi , Mohammed Sh Alhodaly

Abstract

This work presents the buckling investigation of functionally graded plates resting on two parameter elastic foundations by using a new hyperbolic plate theory. The main advantage of this theory is that, in addition to including the shear deformation effect, the displacement field is modelled with only four unknowns and which is even less than the first order shear deformation theory (FSDT) and higher-order shear deformation theory (HSDT) by introducing undetermined integral terms, hence it is unnecessary to use shear correction factors. The governing equations are derived using Hamilton's principle and solved using Navier's steps. The validation of the proposed theoretical model is performed to demonstrate the efficacy of the model. The effects of various parameters like the Winkler and Pasternak modulus coefficients, inhomogeneity parameter, aspect ratio and thickness ratio on the behaviour of the functionally graded plates are studied. It can be concluded that the present theory is not only accurate but also simple in predicting the critical buckling loads of functionally graded plates on elastic foundation.

Key Words

functionally graded material; Winkler-Pasternak elastic foundation; new plate theory; buckling analysis; analytical modeling

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