Steel and Composite Structures
Volume 43, Number 6, 2022, pages 725-734
DOI: 10.12989/scs.2022.43.6.725
Analytical solution of buckling problem in plates reinforced by Graphene platelet based on third order shear deformation theory
Linyun Zhou and Yasaman Najjari
Abstract
In this paper, buckling analyses of nanocomposite plate reinforced by Graphen platelet (GPL) is studied. The
Halphin-Tsai model is used for obtaining the effective material properties of nanocomposite plate. The nanocomposite plate is
modeled by Third order shear deformation theory (TSDT). The elastic medium is simulated by Winkler model. Employing
relations of strains-displacements and stress-strain, the energy equations of the plate are obtained and using Hamilton's principle,
the governing equations are derived. The governing equations are solved based on analytical solution. The effect of GPL volume
percent, geometrical parameters of plate and elastic foundation on the buckling load are investigated. Results show that with
increasing GPLs volume percent, the buckling load increases. In addition, elastic medium can enhance the values of buckling
load significantly.
Key Words
analytical solution; buckling; GPL; nanocomposite plate; TSDT
Address
Linyun Zhou:School of Transportation, Southeast University, Nanjing 210096, Jiangsu, China
Yasaman Najjari:Department of Civil Engineering, Faculty of Engineering and Technology, University of Mazandaran, Babolsar, Iran