The nonlinear dynamics of a cantilever beam subject to axial flow in a tapered passage
A cantilever beam under axial flow, confined or not, is known to develop self-sustained oscillations at sufficiently large flow velocities. In recent decades, the analysis of this archetypal system has been mostly pursued under linearized conditions, to calculate the critical boundaries separating s...
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Main Authors | , , , , , |
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Format | Journal Article |
Language | English |
Published |
25.09.2024
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Subjects | |
Online Access | Get full text |
DOI | 10.48550/arxiv.2410.08213 |
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Summary: | A cantilever beam under axial flow, confined or not, is known to develop
self-sustained oscillations at sufficiently large flow velocities. In recent
decades, the analysis of this archetypal system has been mostly pursued under
linearized conditions, to calculate the critical boundaries separating stable
from unstable behavior. However, nonlinear analysis of the self-sustained
oscillations ensuing flutter instabilities are considerably rarer. Here we
present a simplified one-dimensional nonlinear model describing a cantilever
beam subjected to confined axial flow, for generic axial profiles of the fluid
channels. In particular, we explore how the shape of the confinement walls
affects the dynamics of the system. To simplify the problem, we consider
symmetric channels with plane walls in either converging or diverging
configurations. The beam is modeled in a modal framework, while bulk-flow
equations, including singular head-loss terms, are used to model the
flow-structure coupling forces. The dynamics of the system are first analyzed
through linear stability analysis to assess the stabilizing/destabilizing
effects of the channel walls configuration. Subsequently, we develop a
systematic nonlinear analysis based on the continuation of periodic solutions.
The harmonic balance method is used in conjunction with the asymptotic
numerical method to calculate branches of periodic solutions. The
continuation-based methods are used to investigate bifurcations with respect to
both the reduced flow velocity and the channel slope parameter. From the
results presented, we illustrate how continuationbased approaches and
bifurcation analysis provide an efficient tool to analyze the nonlinear
behavior of flow-induced vibration problems, particularly when
reduced/simplified models are available. |
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DOI: | 10.48550/arxiv.2410.08213 |