Advances in Materials Research

Volume 14, Number 3, 2025, pages 205-229

DOI: 10.12989/amr.2025.14.3.205

Impact of partial loads on elastic bending behavior of functionally graded plates resting on a partial elastic foundation

Mounir Takouachet , Abderrahmane Menasria , Nabil Himeur , Abdelhakim Bouhadra , Abdelouahed Tounsi

Abstract

This study investigates the coupled effects of loading types, thickness stretching, Winkler–Pasternak and Kerr foundation variations on the flexural behaviour of simply supported functionally graded (FG) plates. A simplified quasi-3D high-order shear deformation theory incorporating integral terms is used. The governing equilibrium equations consider the interaction between the loading type and the variation of Winkler–Pasternak and Kerr foundation parameters. The numerical results for non-dimensional stresses and displacements are obtained using the virtual displacement principle and Navier's solution technique. The accuracy of the non-dimensional formulas is validated against existing literature, demonstrating excellent agreement. Additionally, several parametric studies examine the effects of various geometric and material factors. This analytical model is well suited for analyzing the bending behaviour of simply supported FG plates in specific engineering applications.

Key Words

elastic bending; FG Plate; Navier solution; partial foundation; partial loads; Quasi-3D theory; virtual work principle

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