This work is concerned with the non-linear period, for each of the first four modes, of planar, flexural large amplitude free vibrations of a slender, inextensible cantilever beam carrying a lumped mass with rotary inertia at an intermediate position along its span. Following the analysis carried ou
BIFURCATIONS AND CHAOS OF AN IMMERSED CANTILEVER BEAM IN A FLUID AND CARRYING AN INTERMEDIATE MASS
β Scribed by A.A. AL-QAISIA; M.N. HAMDAN
- Publisher
- Elsevier Science
- Year
- 2002
- Tongue
- English
- Weight
- 495 KB
- Volume
- 253
- Category
- Article
- ISSN
- 0022-460X
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β¦ Synopsis
The concern of this work is the local stability and period-doubling bifurcations of the response to a transverse harmonic excitation of a slender cantilever beam partially immersed in a #uid and carrying an intermediate lumped mass. The unimodal form of the non-linear dynamic model describing the beam}mass in-plane large-amplitude #exural vibration, which accounts for axial inertia, non-linear curvature and inextensibility condition, developed in Al-Qaisia et al. (2000 Shock and <ibration 7, 179}194), is analyzed and studied for the resonance responses of the "rst three modes of vibration, using two-term harmonic balance method. Then a consistent second order stability analysis of the associated linearized variational equation is carried out using approximate methods to predict the zones of symmetry breaking leading to period-doubling bifurcation and chaos on the resonance response curves. The results of the present work are veri"ed for selected physical system parameters by numerical simulations using methods of the qualitative theory, and good agreement was obtained between the analytical and numerical results. Also, analytical prediction of the period-doubling bifurcation and chaos boundaries obtained using a period-doubling bifurcation criterion proposed in Al-Qaisia and Hamdan (2001 Journal of Sound and <ibration 244, 453}479) are compared with those of computer simulations. In addition, results of the e!ect of #uid density, #uid depth, mass ratio, mass position and damping on the period-doubling bifurcation diagrams are studies and presented.
π SIMILAR VOLUMES
In this paper, the motion of a Bernoulli}Euler cantilever beam clamped on a moving cart and carrying an intermediate lumped mass is considered. The equations of motion of the beam}mass}cart system are analyzed through unconstrained modal analysis, and a uni"ed characteristic equation for calculating