• 文献标题:   On the use of bubble complex finite strip method in the nonlocal buckling and vibration analysis of single-layered graphene sheets
  • 文献类型:   Article
  • 作  者:   SARRAMIFOROUSHANI S, AZHARI M
  • 作者关键词:   singlelayered graphene sheet, non local elasticity theory, free vibration, buckling, bubble complex finite strip method
  • 出版物名称:   INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES
  • ISSN:   0020-7403 EI 1879-2162
  • 通讯作者地址:   Isfahan Univ Technol
  • 被引频次:   12
  • DOI:   10.1016/j.ijmecsci.2014.05.024
  • 出版年:   2014

▎ 摘  要

In the present work, the buckling and vibration of rectangular single-layered graphene sheets is analyzed based on the nonlocal theory of elasticity which takes the small scale effects into account. The graphene sheet is assumed as a thin plate, and the classical plate theory is applied to obtain the differential equation of the sheet. For the first time, the complex finite strip method is employed to study the vibration and buckling behavior of graphene sheets. The weighted residual method is employed to obtain the stiffness, stability and the mass matrices of the graphene sheet which is assumed to be an isotropic nanoplate. A sinusoidal displacement function is used for the longitudinal direction, which satisfies the simply supported boundary condition, while piecewise interpolation polynomials including the Hermitian and bubble functions are assumed for the other direction. A matrix eigenvalue problem is solved to find the vibration frequency and buckling load of graphene sheets subjected to different types of in-plane loadings including the uniform and non-uniform uniaxial and biaxial compressions as well as shear loading. The accuracy of the proposed model is validated by comparing the results with those reported by the available references. Furthermore, a number of examples are presented to investigate the effects of various parameters (e.g., boundary conditions, nonlocal parameter, aspect ratio, and type of loading) on the results. (C) 2014 Elsevier Ltd. All rights reserved.