Dynamic instability analysis of timoshenko FG sandwich nanobeams subjected to parametric excitation

Author:

Zanjanchi Nikoo Moein1,Lezgi Milad2,Sabouri Ghomi Saeid1,Ghadiri Majid3ORCID

Affiliation:

1. Faculty of Civil Engineering. K. N. Toosi University of Technology, Tehran, Iran

2. Department of Civil Engineering. Sharif University of Technology, Tehran, Iran

3. Faculty of Engineering, Department of Mechanics, Imam Khomeini International University, Qazvin, Iran

Abstract

According to the nonlocal theory, the dynamic instability and vibration of functionally graded (FG) porous sandwich nanobeams resting on a visco-elastic foundation under axial harmonic load are studied. In this paper the Timoshenko and nonlocal continuum theory are employed to take shear deformation, rotational bending and small-scale effects into account. The governing equations of motion are extracted using the nonlinear Von-Karman, and Hamilton approaches. Then, to turn the partial differential equations (PDEs) into ordinary differential equations (ODEs) in the case of equations of motion, the method of Galerkin is employed, followed by the use of the multiple time scale method to solve the resulting equations. According to the results of this study, it can be claimed that the porosity ratio is more effective than porosity distribution and nonlocal parameters on the amplitude response and dynamic instability regions. Moreover, to examine thermal increments, foundation characteristics, slenderness, and thickness ratios, the bifurcation diagrams are drawn and discussed. It is found that foundation and geometric characteristics are of the highest significance in the nonlinear response of the Timoshenko nanobeams. The main intention of this study is to present a holistic idea about the porous materials used in sandwich structures which can be used in many composite structures in aircraft and automobiles.

Publisher

SAGE Publications

Subject

Mechanical Engineering

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