Abstract

The two-degree-of-freedom (2DOF) vortex-induced vibration (VIV) of a circular cylinder with varying in-line to cross-flow natural frequency ratios (f∗=fnx∕fny) is studied using a three-dimensional (3D) computational fluid dynamics (CFD) approach. Numerical simulation is carried out for a constant mass ratio of 2 at a fixed Reynolds number Re=500. The reduced velocity ranges from 2 to 12. Three natural frequency ratios are considered, i.e., f∗=1,1.5 and 2. The structural damping is set to zero to maximise the response of the cylinder. The main objective of this study is to investigate the effect of f∗ on the 2DOF VIV responses and the 3D characteristics of the flow. It is discovered that there is a significant increase in the vibration amplitude, and the peak amplitude shifts to a higher reduced velocity when f∗ increases from 1 to 2. A single-peak cross-flow response is observed for the identical in-line and cross-flow mass ratios when f∗=2. Dual resonance is found to exist over the range of f∗ studied. The preferable trajectories of the cylinder in the lock-in range are counterclockwise figure-eight orbits. Oblique figure-eight trajectories appear at Vr=6,7 and 8 when f∗=1. The third harmonic component which is observed in the lift fluctuation increases with f∗. The correlation decreases in the lock-in range and reaches its minimum value around the transition region between the lock-in and post-lock-in ranges. Three vortex shedding modes (2S, P + S and 2P) appear in the present simulation. A dominant P + S mode is associated with the oblique figure-eight trajectories. Variation of vortex shedding flows along the cylinder is observed leading to the poor correlation of the sectional lift forces.

Highlights

  • Vortex-induced vibration (VIV) of cylindrical structures is a common phenomenon in many engineering applications

  • The preponderance of existing publications have focused on one-degree-of-freedom (1DOF) cross-flow VIV of a circular cylinder (Facchinetti et al, 2004; Farshidianfar and Zanganeh, 2010; Govardhan and Williamson, 2000; Khalak and Williamson, 1999; Sarpkaya, 1995)

  • Several recent experimental studies have revealed the significant effect of the in-line degree of freedom on the VIV response

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Summary

Introduction

Vortex-induced vibration (VIV) of cylindrical structures is a common phenomenon in many engineering applications. VIV has been extensively studied in recent years. Comprehensive reviews of various aspects of VIV can be found in the publications of Blevins (1977), Williamson and Govardhan (2004), Gabbai and Benaroya (2005), Sumer and Fredsøe (2006), Bearman (2011) and Païdoussis et al (2014). The preponderance of existing publications have focused on one-degree-of-freedom (1DOF) cross-flow VIV of a circular cylinder (Facchinetti et al, 2004; Farshidianfar and Zanganeh, 2010; Govardhan and Williamson, 2000; Khalak and Williamson, 1999; Sarpkaya, 1995). Several recent experimental studies have revealed the significant effect of the in-line degree of freedom on the VIV response. The number of studies being conducted on two-degree-of-freedom (2DOF) VIV continues to grow (Bai and Qin, 2014; Kang and Jia, 2013; Srinil and Zanganeh, 2012; Srinil et al, 2013; Wu et al, 2016; Zanganeh and Srinil, 2014)

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