Fluid forces and dynamics of a hydroelastic structure with very low mass and damping

被引:415
|
作者
Khalak, A [1 ]
Williamson, CHK [1 ]
机构
[1] Cornell Univ, Ithaca, NY 14853 USA
关键词
D O I
10.1006/jfls.1997.0110
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In this paper we present some central new results from a study of the dynamics and fluid forcing on an elastically mounted rigid cylinder, constrained to oscillate transversely to a free stream. With very low damping, and with a low specific mass that is around 1% of the value used in the classic study of Feng (1968), we show that the cylinder excitation regime extends over a large range of normalized velocity (around four times that found by Feng), with a large amplitude which is around twice that of Feng. Four distinct regions of response are identified, namely the initial excitation region, the "upper branch" (of very high amplitude response), the "lower branch" (of moderate amplitude response), and the desynchronization region. There are distinct differences in the character of mode transitions, as follows. As normalized velocity is increased, there is a hysteretic jump from an initial excitation regime to the upper branch, whereas the jump from the upper to the lower branch involves an intermittent switching, which is illustrated by plotting the instantaneous phase between lift force and displacement using the Hilbert transform. Contrary to classical "lock-in", whereby the oscillation frequency matches the structural natural frequency, we find that the oscillation frequency increases markedly above the natural frequency. through the excitation regime. Finally, we present the first lift force measurements for such a freely vibrating cylinder experiment, yielding a maximum lift coefficient of around 4.5, whereas a maximum drag coefficient of 6.0 is also measured. The lift is comparable, but somewhat higher, than the forces measured (C-L similar to 2.0) in the equivalent free-vibration experiments of Hover et al. (1997), involving force-feedback and on-line computer-simulation of the modelled structure. Both the lift and drag maxima exhibit at least a five-fold increase over the stationary cylinder case. Perhaps the largest effect is found for the fluctuating drag, which is found to be upto 100 times that measured for a static cylinder. (C) 1997 Academic Press Limited.
引用
收藏
页码:973 / 982
页数:10
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