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Author:

Hu, T. (Hu, T..) | Su, X. (Su, X..) | Zhang, W. (Zhang, W..) | Kang, H. (Kang, H..) | Liu, C. (Liu, C..) | Liu, T. (Liu, T..)

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EI Scopus SCIE

Abstract:

A cable-stayed functionally graded beam (CSFGB) model is proposed for the first time to study nonlinear behaviors of the system exposed to extreme temperatures. To this end, the in-plane one-to-one internal resonance between the global mode (FGB's mode) and the local mode (cable's mode) is explored under the condition of external primary resonance. First, governing differential equations of the system considering temperature effects are derived by using Hamilton's principle. To obtain the modal function of the FGB, the in-plane eigenvalue problem is solved through the separation-of-variables method. Subsequently, ordinary differential equations (ODEs) are yielded according to Galerkin discretization. The method of multiple time scales is then applied to deal with the ODEs and derive the modulation equations. Based on the above theoretical solutions, the frequency-/force-response curves at three different temperatures are delineated via Newton-Raphson method and the continuation of fixed points. Meanwhile, the time histories and phase portraits are also provided by directly integrating the ODEs. The results show that temperature changes have a significant influence on nonlinear characteristics of the system. © 2024 Elsevier Ltd

Keyword:

Nonlinear vibration Internal resonance Modeling Extreme temperature environments Cable-stayed functionally graded beam

Author Community:

  • [ 1 ] [Hu T.]School of Civil Engineering and Architecture, Guangxi University, Guangxi, Nanning, 530004, China
  • [ 2 ] [Su X.]School of Civil Engineering and Architecture, Guangxi University, Guangxi, Nanning, 530004, China
  • [ 3 ] [Su X.]School of Mathematics, Statistics and Mechanics, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Su X.]State Key Laboratory of Featured Metal Materials and Life-cycle Safety for Composite Structures, Guangxi University, Guangxi, Nanning, 530004, China
  • [ 5 ] [Su X.]Scientific Research Center of Engineering Mechanics, Guangxi University, Guangxi, Nanning, 530004, China
  • [ 6 ] [Zhang W.]School of Civil Engineering and Architecture, Guangxi University, Guangxi, Nanning, 530004, China
  • [ 7 ] [Zhang W.]School of Mathematics, Statistics and Mechanics, Beijing University of Technology, Beijing, 100124, China
  • [ 8 ] [Zhang W.]State Key Laboratory of Featured Metal Materials and Life-cycle Safety for Composite Structures, Guangxi University, Guangxi, Nanning, 530004, China
  • [ 9 ] [Zhang W.]Scientific Research Center of Engineering Mechanics, Guangxi University, Guangxi, Nanning, 530004, China
  • [ 10 ] [Kang H.]School of Civil Engineering and Architecture, Guangxi University, Guangxi, Nanning, 530004, China
  • [ 11 ] [Kang H.]State Key Laboratory of Featured Metal Materials and Life-cycle Safety for Composite Structures, Guangxi University, Guangxi, Nanning, 530004, China
  • [ 12 ] [Kang H.]Scientific Research Center of Engineering Mechanics, Guangxi University, Guangxi, Nanning, 530004, China
  • [ 13 ] [Liu C.]School of Mathematics, Statistics and Mechanics, Beijing University of Technology, Beijing, 100124, China
  • [ 14 ] [Liu T.]School of Mathematics, Statistics and Mechanics, Beijing University of Technology, Beijing, 100124, China

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Source :

Thin-Walled Structures

ISSN: 0263-8231

Year: 2024

Volume: 205

6 . 4 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 11

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