Bifurcations and Exact Solutions of a Cantilever Beam Vibration Model Without Damping and Forced Terms

Jinsen Zhuang, Guanrong Chen, Jibin Li*

*Corresponding author for this work

Research output: Journal Publications and ReviewsRGC 21 - Publication in refereed journalpeer-review

1 Citation (Scopus)

Abstract

For the cantilever beam vibration model without damping and forced terms, the corresponding differential system is a planar dynamical system with some singular straight lines. In this paper, by using the techniques from dynamical systems and singular traveling wave theory developed by [Li & Chen, 2007] to analyze its corresponding differential system, the bifurcations and the dynamical behaviors of the corresponding phase portraits are identified and analyzed. Under different parameter conditions, exact homoclinic and heteroclinic solutions, periodic solutions, compacton solutions, as well as peakons and periodic peakons, are all found explicitly. © World Scientific Publishing Company.
Original languageEnglish
Article number2450039
JournalInternational Journal of Bifurcation and Chaos
Volume34
Issue number3
Online published6 Mar 2024
DOIs
Publication statusPublished - 15 Mar 2024

Funding

This research was partially supported by the National Natural Science Foundations of China (11871231, 12071162, 11701191) and the National Natural Science Foundations of Fujian Province, 2021J01303.

Research Keywords

  • bifurcation
  • cantilever beam model
  • compacton
  • homoclinic and heteroclinic solutions
  • Nonlinear vibration
  • peakon
  • periodic peakon
  • periodic solution
  • singular nonlinear equation

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