Flow-induced vibration of a cantilevered cylinder in oscillatory flow at high KC

Flow-induced vibrations of a cantilevered circular cylinder are measured in sinusoidal, oscillatory, water flows with amplitude of reduced velocity in the range 1.9 <= U-r <= 4.4 and Keulegan-Carpenter number in the range 120 <= KC <= 900 respectively. Flow velocities are measured using laser Doppler anemometry, and forces and moments are measured using a 6-axis load cell; the two-degree-of-freedom (2-DOF) cylinder motions are determined from the measured moments. The dominant type of vibration occurring within the flow half-period is shown to depend mainly on U-r, with predominantly in-line vibration occurring for U-r (sic) 2.7, figure-8 vibration occurring for 2.7 (sic) U-r (sic) 4, and transverse vibration occurring for U-r (sic) 4. In-line vibration frequency, f(x) , is close to, or slightly higher than the cylinder's natural frequency in still-water, while transverse vibration frequency, f(y), is generally close to the vortex shedding frequency given by Strouhal number St = 0.2. Some unsteadiness is seen in the transverse vibration frequency in that accelerating flow f(y) is consistently higher than decelerating flow f(y) for the same instantaneous reduced velocity u(r) . The most notable unsteady effect is seen in the in-line vibration amplitude, A(x), which is much higher during flow deceleration than during flow acceleration; maximum A(x) occurs at decelerating u(r) approximate to 2 for all three vibration types. Transverse vibration amplitude, A(y), increases with increasing u(r) and shows only slight asymmetry between accelerating and decelerating flow. Experiments with the cylinder placed within a large array of similar cylinders with a spacing between cylinders of six cylinder diameters, show that cylinder vibrations within the array are more variable than those of the isolated cylinder, but exhibit similar average vibration amplitudes and frequencies as the isolated cylinder. An empirical model for unsteady in-line vibration based on theoretical considerations and the experimental data is presented. Model-predicted and measured in-line vibration amplitudes through the flow half-period show good agreement for in-line, figure-8 and transverse vibrations. (C) 2021 Elsevier Ltd. All rights reserved.

Automated summary

In this study, flow-induced vibrations of a cantilevered circular cylinder were measured in sinusoidal, oscillatory water flows. The results show that the type and frequency of vibrations depend on the flow velocity and the flow half-period, and are related to the cylinder's natural frequency and the vortex shedding frequency.