Vibration and buckling analysis of nanoplates resting on variable elastic foundations

  • Toan Than Van

    Faculty of Mechanical Engineering, Le Quy Don Technical University, No 236 Hoang Quoc Viet Street, Hanoi, Vietnam
  • Huyen Truong Thi Huong

    Faculty of Mechanical Engineering, Le Quy Don Technical University, No 236 Hoang Quoc Viet Street, Hanoi, Vietnam
  • Doan Dao Van

    Faculty of Special Equipment, Le Quy Don Technical University, 236 Hoang Quoc Viet Street, Hanoi, Vietnam
Email: doandv@lqdtu.edu.vn
Keywords: natural oscillation, buckling, elastic foundation, finite element method

Abstract

Nanostructures are widely used in electronic circuits, sensors, and military equipment. Therefore, analyzing mechanical response of nanoscale structures is a scientific foundation to help engineers in designing and manufacturing these structures in technical practice. This paper investigates the natural oscillation response and buckling of a nanoplate supported by a modified elastic foundation, utilizing a four-node plate element where each node possesses six degrees of freedom. The equilibrium equation for the nanoplate is derived using the third-order shear deformation theory, and the finite element method has been employed to solve this equation and determine the natural oscillation frequency and critical buckling load of the nanoplate. In this paper, we have established the reliability and convergence of the calculation theory by comparing analytical results with those obtained from the published finite element method. Consequently, we examined the impact of various material parameters, geometry, boundary conditions, and elastic foundation on the frequency response, natural oscillation modes, and critical buckling load of the nanoplate

References

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Received
19/10/2024
Revised
16/11/2024
Accepted
10/12/2024
Published
15/12/2024
Type
Research Article
How to Cite
Thân Văn, T., Trương Thị Hương, H., & Đào Văn, Đoan. (1734195600). Vibration and buckling analysis of nanoplates resting on variable elastic foundations . Transport and Communications Science Journal, 75(9), 2238-2251. https://doi.org/10.47869/tcsj.75.9.1
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