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
相关论文
共 50 条
  • [11] EXPERIMENTAL AND NUMERICAL COMPARISON OF THE WAVE DYNAMICS AND GUY WIRE FORCES OF A VERY LIGHT FOWT CONSIDERING HYDROELASTIC BEHAVIOR
    Xiong, Jiang
    do Carmo, Lucas H. S.
    Vieira, Daniel R.
    de Mello, Pedro C.
    Malta, Edgard B.
    Simos, Alexandre N.
    Suzuki, Hideyuki
    Goncalves, Rodolfo T.
    PROCEEDINGS OF THE ASME 1ST INTERNATIONAL OFFSHORE WIND TECHNICAL CONFERENCE, 2018, 2018,
  • [12] Evaluation of impact dynamics and contact forces in a hydropower rotor due to variations in damping and lateral fluid forces
    Gustavsson, Rolf K.
    Aidanpaa, Jan-Olov
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2009, 51 (9-10) : 653 - 661
  • [13] On the hydroelastic responses of a very large floating structure in waves
    Motohiko Murai
    Hiroshi Kagemoto
    Masataka Fujino
    Journal of Marine Science and Technology, 1999, 4 (3) : 123 - 153
  • [14] STRUCTURE AND EVOLUTION OF STARS OF VERY LOW MASS
    HOXIE, DT
    ASTROPHYSICAL JOURNAL, 1970, 161 (03): : 1083 - &
  • [15] Hydroelastic analysis of a very large floating structure in waves
    Shin, H
    Lee, HY
    Yang, YS
    Shin, HS
    Park, IK
    PROCEEDINGS OF THE 10TH (2000) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL I, 2000, : 78 - 85
  • [16] Hydroelastic analysis of very large floating structure in frequency domain
    State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
    Gongcheng Lixue, 2006, SUPPL. 2 (36-48):
  • [17] Fluid Forces and Structure-Induced Damping of Obliquely-Oscillating Offshore Structures
    Marzouk, Osama A.
    Nayfeh, Ali H.
    PROCEEDINGS OF THE EIGHTEENTH (2008) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 3, 2008, : 460 - 468
  • [18] Dynamics of a Hydroelastic Oscillating Cylinder with Added Viscoelastic Damping for Passive Control of Vibrations
    Carneiro Da Cunha, Bruno Sousa
    Goncalves de Lima, Antonio Marcos
    da Silva, Alice Rosa
    SPECIAL TOPICS IN STRUCTURAL DYNAMICS, VOL 6, 34TH IMAC, 2016, : 147 - 154
  • [19] DAMPING FORCES ON A CYLINDER OSCILLATING IN A VISCOUS-FLUID
    OTTER, A
    APPLIED OCEAN RESEARCH, 1990, 12 (03) : 153 - 155
  • [20] Study on Added Mass and Fluid Damping Characteristics Based on Concentric Cylindrical Structure
    Zhu, Shibin
    Ai, Huaning
    Hedongli Gongcheng/Nuclear Power Engineering, 2024, 45 (05): : 171 - 176