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author:

Xu, L.L. (Xu, L.L..) [1] | Kang, C.C. (Kang, C.C..) [2] | Zheng, Y.F. (Zheng, Y.F..) [3] | Chen, C.P. (Chen, C.P..) [4]

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EI

Abstract:

Considering the condition of the elastic foundation and obeying Reddy's third-order shear deformation theory, the nonlinear forced vibration behavior of the magneto-electro- elastic composite materials (MEE) plate is studied. Combined with von Karman's nonlinear principle and Hamilton's principle for model derivation, the nonlinear partial differential equations of the MEE plate are obtained, and then the equations obtained are dimensionless. Based on the mechanical model of the nonlinear forced vibration of the MEE plate and the Galerkin method, the nonlinear high-order partial differential equations are reduced the two-degree-of-freedom nonlinear ordinary differential equations and the model is analyzed by the multi-scale method. In the numerical calculation, the influence of the geometrical parameters, loads, damping, magnetic and electric field strength of the MEE plate on the nonlinear amplitude-frequency response curve (AFRC) of the MEE plate is discussed. © 2021 Elsevier Ltd

Keyword:

Degrees of freedom (mechanics) Electric fields Equations of motion Frequency response Galerkin methods Geometry Magnetos Nonlinear equations Numerical methods Ordinary differential equations Partial differential equations Plates (structural components) Shear deformation Vibration analysis

Community:

  • [ 1 ] [Xu, L.L.]College of Civil Engineering, Fuzhou University, Fuzhou; Fujian; 350108, China
  • [ 2 ] [Kang, C.C.]College of Civil Engineering, Fuzhou University, Fuzhou; Fujian; 350108, China
  • [ 3 ] [Zheng, Y.F.]College of Civil Engineering, Fuzhou University, Fuzhou; Fujian; 350108, China
  • [ 4 ] [Chen, C.P.]Department of Civil Engineering and Architecture, Xiamen University of Technology, Xiamen; Fujian; 361024, China

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Source :

Composite Structures

ISSN: 0263-8223

Year: 2021

Volume: 271

6 . 6 0 3

JCR@2021

6 . 3 0 0

JCR@2023

ESI HC Threshold:142

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 15

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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