Technical Papers
Mar 16, 2022

Bending Analysis of Sandwich Plates Subjected to Various Mechanical Loadings Using Quasi-Three-Dimensional Theory

Publication: Journal of Aerospace Engineering
Volume 35, Issue 4

Abstract

A quasi-three-dimensional (3D) theory considering transverse shear and normal deformation effects is presented for the static flexure of simply supported symmetric sandwich plates. The theory was developed based on the third- and fifth-order shear strain functions in terms of thickness coordinate. The displacement field accounts for nonlinear variation of in-plane displacements and transverse displacement through the plate thickness and enforces satisfying conditions of zero transverse shear stresses on the upper and lower surfaces of the plate. The present theory does not require the shear correction factor associated with the first-order shear deformation theory. Governing equations and boundary conditions were obtained using the principle of virtual work. The transverse shear and normal stresses were obtained from the stress equilibrium equations of theory of elasticity satisfying the continuity conditions at the layer interfaces and the stress-free boundary conditions at the top and bottom surfaces of the plate. The closed-form solutions for simply supported sandwich plates subjected to sinusoidal, uniform, and uniformly varying loads were obtained for various side to thickness ratios. The results of the present quasi-3D theory were compared with those of the exact theory, first- and third-order shear deformation theories, and the classical plate theory. Results showed that the present quasi-three-dimensional (3D) theory is in excellent agreement with the exact theory.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

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Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 35Issue 4July 2022

History

Received: Sep 23, 2021
Accepted: Jan 28, 2022
Published online: Mar 16, 2022
Published in print: Jul 1, 2022
Discussion open until: Aug 16, 2022

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Param D. Gajbhiye, S.M.ASCE [email protected]
Research Scholar, Dept. of Civil Engineering, Sardar Vallabhbhai National Institute of Technology, Surat, Gujarat 395007, India (corresponding author). Email: [email protected]
Vishisht Bhaiya
Assistant Professor, Dept. of Civil Engineering, Sardar Vallabhbhai National Institute of Technology, Surat, Gujarat 395007, India.
Yuwaraj M. Ghugal
Professor, Dept. of Applied Mechanics, Government College of Engineering, Karad, Satara, Maharashtra 415124, India.

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