Effect of transverse shears on complex nonlinear vibrations of elastic beams

V. A. Krysko, M. V. Zhigalov, O. A. Saltykova, A. V. Krysko

Research output: Contribution to journalArticle

4 Citations (Scopus)

Abstract

Models of geometrically nonlinear Euler-Bernoulli, Timoshenko, and Sheremet'ev-Pelekh beams under alternating transverse loading were constructed using the variational principle and the hypothesis method. The obtained differential equation systems were analyzed based on nonlinear dynamics and the qualitative theory of differential equations with using the finite difference method with the approximation O(h2) and the Bubnov-Galerkin finite element method. It is shown that for a relative thickness λ ≤ 50, accounting for the rotation and bending of the beam normal leads to a significant change in the beam vibration modes.

Original languageEnglish
Pages (from-to)834-840
Number of pages7
JournalJournal of Applied Mechanics and Technical Physics
Volume52
Issue number5
DOIs
Publication statusPublished - 1 Sep 2011
Externally publishedYes

Fingerprint

Differential equations
shear
vibration
differential equations
Finite difference method
variational principles
Finite element method
vibration mode
finite element method
approximation

Keywords

  • chaos
  • elastic beams
  • finite difference method
  • finite element method
  • mathematical modeling
  • nonlinear dynamics

ASJC Scopus subject areas

  • Condensed Matter Physics
  • Mechanics of Materials
  • Mechanical Engineering

Cite this

Effect of transverse shears on complex nonlinear vibrations of elastic beams. / Krysko, V. A.; Zhigalov, M. V.; Saltykova, O. A.; Krysko, A. V.

In: Journal of Applied Mechanics and Technical Physics, Vol. 52, No. 5, 01.09.2011, p. 834-840.

Research output: Contribution to journalArticle

Krysko, V. A. ; Zhigalov, M. V. ; Saltykova, O. A. ; Krysko, A. V. / Effect of transverse shears on complex nonlinear vibrations of elastic beams. In: Journal of Applied Mechanics and Technical Physics. 2011 ; Vol. 52, No. 5. pp. 834-840.
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