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