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author:

Zheng, Yu-fang (Zheng, Yu-fang.) [1] | Zhou, Yang (Zhou, Yang.) [2] | Wang, Feng (Wang, Feng.) [3] | Chen, Chang-ping (Chen, Chang-ping.) [4]

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EI

Abstract:

This article investigates a comprehensive analysis of the bending problem pertaining to magneto-electro-elastic (MEE) nanobeams on the Winkler-Pasternak foundation. Taken into account the influence of size effects of nano structures, a non-classical mechanical model is established to describe the bending behavior for MEE nanobeams. In this research, the nonlocal modified couple stress theory is utilized to accurately capture both the softening and hardening effects resulting from the size effect. The theory of third-order shear deformation and von Karman geometric nonlinear theory are employed in conjunction with the introduction of Maxwell's equation to develop the model of MEE nanobeam, the control equation of the nonlinear bending problem of MEE nanobeams is obtained by Minimum potential energy principle, and it is solved by Galerkin method. Finally, this study provides a detailed discussion on the influences of the ratio of nonlocal parameters and length-scale parameters, Winkler-Pasternak coefficient, external magnetic potential, external voltage and span-thickness ratio on nonlinear deflection of nanobeam. © 2023 Elsevier Masson SAS

Keyword:

Bending (deformation) Galerkin methods Maxwell equations Nanowires Nonlinear equations Potential energy Shear deformation Shear flow

Community:

  • [ 1 ] [Zheng, Yu-fang]College of Civil Engineering, Fuzhou University, Fujian, Fuzhou; 350108, China
  • [ 2 ] [Zhou, Yang]College of Civil Engineering, Fuzhou University, Fujian, Fuzhou; 350108, China
  • [ 3 ] [Wang, Feng]College of Civil Engineering, Fuzhou University, Fujian, Fuzhou; 350108, China
  • [ 4 ] [Chen, Chang-ping]Fujian Provincial Key Laboratory of Wind Disaster and Wind Engineering, Xiamen University of Technology, Fujian, Xiamen; 361024, China

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Source :

Solids

ISSN: 0997-7538

Year: 2024

Volume: 103

2 . 4 0 0

JCR@2023

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 7

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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