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Author:

Zhang, W. (Zhang, W..) | Ma, H. (Ma, H..) | Wang, Y. (Wang, Y..)

Indexed by:

EI Scopus SCIE

Abstract:

This paper is the first attempt, to the best of the authors’ knowledge, to explore the nonlinear temperature-dependent dynamic responses of a porous functionally graded graphene nanoplatelet-reinforced composite (FG-GPLRC) cylindrical panel subjected to a moving distributed load. The desired porous FG-GPLRC structure can be achieved by reasonably designing the inner pore size and GPL dispersion patterns. A temperature-dependent dynamic model is proposed by introducing the equivalent thermo-mechanical parameters of the porous FG-GPLRCs with the help of the Halpin–Tsai micromechanics model, extended rule of mixtures, and open-cell metal foam model. The nonlinear governing equations of motion of nanocomposite cylindrical panels are derived based on the first-order shear deformation theory and the standard Lagrange equation with the aid of von Kármán geometric nonlinearity. Additionally, a closed-form Navier-type solution is implemented to model the simply-supported edges of the structures. Finally, the nonlinear dynamic response is determined using the Newmark direct integration technique combined with the Newton–Raphson iterative scheme. A parametric analysis is conducted, and the results indicate that the present model can predicate the temperature-dependent buckling behaviors and transient dynamic responses of the porous FG-GPLRC cylindrical panel. It is also found that dispersing more GPLs and fabricating more internal pores near the mid-surface of the panel can greatly reduce the response amplitudes induced by the moving loads, and the moving distributed load with a shorter length can result in a higher response. © 2023 Elsevier Ltd

Keyword:

Nonlinear dynamic response Thermal environment Porous FG-GPLRC Moving load Cylindrical panel

Author Community:

  • [ 1 ] [Zhang W.]Beijing Key Laboratory on Nonlinear Vibrations and Strength of Mechanical Structures, Faculty of Materials and Manufacturing, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Zhang W.]Department of Mechanics, Guangxi University, Guangxi, Nanning, 530004, China
  • [ 3 ] [Ma H.]Beijing Key Laboratory on Nonlinear Vibrations and Strength of Mechanical Structures, Faculty of Materials and Manufacturing, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Wang Y.]Beijing Key Laboratory on Nonlinear Vibrations and Strength of Mechanical Structures, Faculty of Materials and Manufacturing, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Wang Y.]Beijing Key Laboratory on Nonlinear Vibrations and Strength of Mechanical Structures, Faculty of Materials and Manufacturing, Beijing University of Technology, Beijing, 100124, China

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Source :

Thin-Walled Structures

ISSN: 0263-8231

Year: 2023

Volume: 192

6 . 4 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:19

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 21

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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