Abstract
The wake development of a pivoted circular cylinder undergoing vortex-induced vibrations with elliptical trajectories is examined experimentally at a fixed Reynolds number of 3027 and mass ratio of 10.8. Simultaneous cylinder displacement measurements and time-resolved, two-component particle image velocimetry in multiple horizontal and vertical planes are used to quantify the structural response and wake development. The selected test cases pertain to \(U^*=U_0/f_\mathrm{n} D=5.48\) and 7.08, and exhibit different orientations of elliptical cylinder trajectory, both with a clockwise direction of orbiting. Three-dimensional reconstructions of the phase-averaged wake velocity measurements reveal 2S shedding along the span of a stationary cylinder and hybrid shedding for the two vibrating cylinder cases, with planar wake topology transitioning from 2S to P+S to 2S for \(U^*=5.48\), and 2S to P+S for 7.08. The observed wake topologies show significant deviation from predictions based on the Morse and Williamson (J Fluids Struct 25(4):697–712, 2009) shedding map. Vortex identification and strength quantification are used to provide insight into vortex dynamics and to propose a model of the dislocations. Examination of the time averaged wake characteristics shows the formation length, wake half-width, and maximum velocity deficit exhibit distinct spanwise trends aligning with the regions associated with specific shedding regimes.
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Abbreviations
- AR:
-
Aspect ratio, L / D
- \(A_x, A_y\) :
-
Half of peak-to-peak amplitude of streamwise and transverse vibrations, respectively
- \(A_x^*, A_y^*\) :
-
Normalized amplitude of streamwise and transverse vibrations, \(A_x/D,~A_y/D\), respectively
- \(a_{i}\) :
-
Temporal POD coefficients
- D :
-
Cylinder diameter
- \(d_{\mathrm{wake}}\) :
-
Wake half-width
- \(f_\mathrm{n}\) :
-
Natural frequency in quiescent water
- \(f_\mathrm{s}\) :
-
Vortex shedding frequency of a stationary cylinder
- \(f_u,f_v\) :
-
Frequency of the streamwise and transverse velocity signal, respectively
- \(f_x, f_y\) :
-
Frequency of streamwise and transverse vibrations, respectively
- I :
-
Moment of inertia of the cylinder about the pivot point
- \(I_\mathrm{d}\) :
-
Moment of inertia of the displaced fluid about the pivot point
- \(I^*\) :
-
Moment of inertia ratio, \(I/I_\mathrm{d}\)
- \(\hat{i}, \hat{j}, \hat{k}\) :
-
Unit vectors in x, y, z directions, respectively
- k :
-
Spring stiffness coefficient
- L :
-
Length of cylinder
- \(L_\mathrm{f}\) :
-
Formation length
- m :
-
Mass of the cylinder
- \(m_\mathrm{d}\) :
-
Mass of displaced fluid
- \(m^*\) :
-
Mass ratio, \(m/m_\mathrm{d}\)
- PSD:
-
Power spectrum density
- Re :
-
Reynolds number, \(Re = U_0D/\nu\)
- \(\mathbf {U}\) :
-
Mean velocity field, \(\mathbf {U}=U\hat{i}+V\hat{j}+W\hat{k}\)
- \(U_0\) :
-
Free stream velocity
- \(U_\mathrm{d}\) :
-
Local velocity deficit
- \(U_\mathrm{e}\) :
-
Velocity at the transverse extent of the wake measurements
- \(U^*\) :
-
Reduced velocity, \(U_0/f_\mathrm{n}D\)
- \(\mathbf {u}\) :
-
Velocity field, \(\mathbf {u}=u\hat{i}+v\hat{j}+w\hat{k}\)
- \(\mathbf {u}_{\mathrm{RMS}}\) :
-
Root-mean-square (RMS) velocity field, \(\mathbf {u}_{\mathrm{RMS}}=u_{\mathrm{RMS}}\hat{i}+v_{\mathrm{RMS}}\hat{j}+w_{\mathrm{RMS}}\hat{k}\)
- x, y, z :
-
Streamwise, transverse and spanwise directions, respectively
- \(\varGamma\) :
-
Circulation
- \(\varDelta \theta\) :
-
Phase bin size
- \(\zeta\) :
-
Damping ratio
- \(\theta\) :
-
Phase angle of the cylinder’s elliptic orbit
- \(\lambda _{i}\) :
-
POD mode energy
- \(\nu\) :
-
Kinematic viscosity of water
- \(\mathbf {\phi _i}\) :
-
Spatial POD modes, \(\mathbf {\phi _i} = \phi _{ix}\hat{i} + \phi _{iy}\hat{j}\)
- \(\psi\) :
-
Phase angle between streamwise and transverse motion
- \(\omega _z\) :
-
Spanwise vorticity
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The authors gratefully acknowledge the Natural Sciences and Engineering Research Council of Canada (NSERC) (RGPIN-2017-04222) for funding this work.
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Marble, E., Morton, C. & Yarusevych, S. Spanwise wake development of a pivoted cylinder undergoing vortex-induced vibrations with elliptic trajectories. Exp Fluids 60, 81 (2019). https://doi.org/10.1007/s00348-019-2725-2
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DOI: https://doi.org/10.1007/s00348-019-2725-2