Geomechanics and Engineering A

Volume 41, Number 5, 2025, pages 507-525

DOI: 10.12989/gae.2025.41.5.507

Elastic instability analysis of functionally graded nanoplates under nonlinear coupling loads on a shear elastic foundation via non-local theory

Hayat Benachi, Abderrahmane Menasria, Abdelhakim Bouhadra, Mourad Chitour, Mohamed Ali Rachedi, Belgacem Mamen and Abdelouahed Tounsi

Abstract

Nanostructures are generally used in environments where they can be subjected to different types of loading; understanding and determining their reaction to a hygro-thermo-mechanical environment is crucial for their design. This analysis's main objective is to evaluate the buckling sensitivity of sandwich nanoplates of FGMs subjected to a hygrothermomechanical loading while resting on a two-parameter elastic medium. To accomplish this investigation, a quasi-3D highshear deformation theory involving five variables containing integral terms, including the nonlocal elasticity theory of Eringen, is used. The assumed sandwich nanoplate is placed on an elastic medium, submitted to multiple boundary conditions, and subjected to a hygro-thermo-mechanical stress. The sandwich nameplate's material properties are intended to be continuously graded across its whole thickness. An elastic foundation with two parameters is used to model the elastic environment. The equilibrium equations are constructed using the concept of virtual displacements, and the solution is displayed for several boundary conditions. The obtained outcomes are approved and validated by comparison with those found by other scholars discussing the same topic in the literature. The impact and influence of various parameters on the stability of FGM sandwich nanoplates in a hygro-thermomechanical situation are investigated through the intermediary of parametric analysis.

Key Words

buckling; elastic foundation; Eringen; hygro-thermo-mechanical; nanoplates; nanostructures

Address

Hayat Benachi: Department of Civil Engineering, Faculty of Science and Technology, Abbès Laghrour University, Khenchela, Algeria; Laboratoire d'Ingénierie et Sciences des Matériaux Avancés, Abbès Laghrour University, Khenchela, Algeria Abderrahmane Menasria, Abdelhakim Bouhadra, Mohamed Ali Rachedi and Belgacem Mamen: Department of Civil Engineering, Faculty of Science and Technology, Abbès Laghrour University, Khenchela, Algeria; Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria Mourad Chitour: Department of Mechanic Engineering, Faculty of Science and Technology, Abbès Laghrour University, Khenchela, Algeria Abdelouahed Tounsi: Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria; Department of Civil and Environmental Engineering, King Fahd University of Petroleum & Minerals, 31261 Dhahran, Eastern Province, Saudi Arabia