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Flow-induced vibrations of a D-section prism at a low Reynolds number

Published online by Cambridge University Press:  06 May 2022

Weilin Chen
Affiliation:
State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, PR China
Chunning Ji*
Affiliation:
State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, PR ChinaKey Laboratory of Earthquake Engineering Simulation and Seismic Resilience of China Earthquake Administration, Tianjin University, Tianjin 300350, PR China
Md. Mahbub Alam
Affiliation:
Center for Turbulence Control, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, PR China
Dong Xu
Affiliation:
State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, PR China
Hongwei An
Affiliation:
School of Engineering, The University of Western Australia, 35 Stirling Highway, Perth, WA 6009, Australia
Feifei Tong
Affiliation:
School of Engineering, The University of Western Australia, 35 Stirling Highway, Perth, WA 6009, Australia
Yawei Zhao
Affiliation:
State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, PR China
*
†Email address for correspondence: cnji@tju.edu.cn

Abstract

This paper presents the response and the wake modes of a freely vibrating D-section prism with varying angles of attack ($\alpha = 0^\circ \text {--}180^\circ$) and reduced velocity ($U^* = 2\text {--}20$) by a numerical investigation. The Reynolds number, based on the effective diameter, is fixed at 100. The vibration of the prism is allowed only in the transverse direction. We found six types of response with increasing angle of attack: typical vortex-induced vibration (VIV) at $\alpha = 0^\circ \text {--}35^\circ$; extended VIV at $\alpha = 40^\circ \text {--}65^\circ$; combined VIV and galloping at $\alpha = 70^\circ \text {--}80^\circ$; narrowed VIV at $\alpha = 85^\circ \text {--}150^\circ$; transition response, from narrowed VIV to pure galloping, at $\alpha = 155^\circ \text {--}160^\circ$; and pure galloping at $\alpha = 165^\circ \text {--}180^\circ$. The typical and narrowed VIVs are characterized by linearly increasing normalized vibration frequency with increasing $U^*$, which is attributed to the stationary separation points of the boundary layer. On the other hand, in the extended VIV, the vortex shedding frequency matches the natural frequency in a large $U^*$ range with increasing $\alpha$ generally. The galloping is characterized by monotonically increasing amplitude with enlarging $U^*$, with the largest amplitude being $A^* = 3.2$. For the combined VIV and galloping, the vibration amplitude is marginal in the VIV branch while it significantly increases with $U^*$ in the galloping branch. In the transition from narrowed VIV to pure galloping, the vibration frequency shows a galloping-like feature, but the amplitude does not monotonically increase with increasing $U^*$. Moreover, a partition of the wake modes in the $U^*$–$\alpha$ parametric plane is presented, and the flow physics is elucidated through time variations of the displacement, drag and lift coefficients and vortex dynamics. The angle-of-attack range of galloping is largely predicted by performing a quasi-steady analysis of the galloping instability. Finally, the effects of $m^*$ and ${\textit {Re}}$, the roles of afterbody and the roles of separation point in determining vibration responses and vortex shedding frequency are further discussed.

Information

Type
JFM Papers
Copyright
© The Author(s), 2022. Published by Cambridge University Press
Figure 0

Figure 1.(a) The computation domain for the FIV of a D-section prism at ${\textit {Re}} = 100$ and (b) a sketch for the AoA ($\alpha$).

Figure 1

Table 1.Results of FIV of a D-section prism at ${\textit {Re}} = 100$, $m^* = 2.0$, $\zeta = 0$, $\alpha = 180^\circ$ and $U^* = 8.0$ with different grid spacings. The values in parentheses represent the difference from those of the grid spacing of $1/128$.

Figure 2

Table 2.Results of FIV of a D-section prism at ${\textit {Re}} = 100$, $m^* = 2.0$, $\zeta = 0$, $\alpha = 180^\circ$ and $U^* = 8.0$ with varying computational domain sizes and non-dimensional time step.

Figure 3

Table 3.Comparison of results of VIV of a circular cylinder at ${\textit {Re}} = 100$, $U^* = 4.46$, $m^* = 1.59$ and $\zeta = 0$. The cylinder is constrained to vibrate only in the transverse direction. Note that $y_{max}$ denotes the maximum value of the transverse displacement.

Figure 4

Table 4.Comparison of present results with published data for flow past a D-section prism at ${\textit {Re}} = 100$. The same computational domain as Bhinder et al. (2012) is applied, i.e. $L_u = 8D$, $L_d = 26D$ and $H = 16D$.

Figure 5

Figure 2.Non-dimensional vibration amplitudes $A^*$ (a) and frequencies $f_v/f_n$ (b) versus $U^*$ ($= 2\text {--}20$) at different $\alpha$ ($= 0^\circ \text {--}180^\circ$). Different types of responses are divided by the dashed horizontal lines. Regimes (i)–(vi) denote the typical VIV, extended VIV, combined VIV and galloping, narrowed VIV, transition response and pure galloping, respectively.

Figure 6

Figure 3.Dependence of non-dimensional vibration amplitudes $A^*$ (a,c,e,g,i,k) and frequencies $f_v/f_n$ (b,d,f,h,j,l) on reduced velocity $U^*$ ($= 2\text {--}20$) and attack angle $\alpha$ ($= 0^\circ \text {--}180^\circ$). In (a,b), the stars indicate the VIV amplitudes and frequencies of an isolated circular cylinder, respectively. In (c), the stars denote the VIV amplitudes of a single circular cylinder reported in Zhao et al. (2014). In (k,l), the stars represent the galloping amplitudes and frequencies of a D-section prism at $\alpha = 180^\circ$ reported in Zhao et al. (2018), respectively. The inclined dashed lines in (b,d,f,h,j,l) represent the $St$ lines.

Figure 7

Figure 4.Power spectral density of the displacement of prism for $U^* = 2$–$20$. (a) Typical VIV at $\alpha = 10^\circ$, (b) extended VIV at $\alpha = 50^\circ$, (c) combined VIV and galloping at $\alpha = 80^\circ$, (d) narrowed VIV at $\alpha = 125^\circ$, (e) transition response at $\alpha = 155^\circ$ and ( f) pure galloping at $\alpha = 170^\circ$, representing the six types of responses marked in figure 2. The power spectral contours are logarithmically scaled. The dash-dotted line in each panel denotes the vortex shedding frequency ($St$) of a stationary D-section prism at the same AoA.

Figure 8

Figure 5.Time histories of the normalized displacements at different $U^*$ and $\alpha$ values: (a) $U^* = 3.5$ and $\alpha = 10^\circ$, (b) $U^* = 6.0$ and $\alpha = 10^\circ$, (c) $U^* = 9.0$ and $\alpha = 50^\circ$, (d) $U^* = 17.0$ and $\alpha = 50^\circ$, (e) $U^* = 3.0$ and $\alpha = 80^\circ$, ( f) $U^* = 18.0$ and $\alpha = 80^\circ$, (g) $U^* = 7.0$ and $\alpha = 125^\circ$, (h) $U^* = 7.5$ and $\alpha = 155^\circ$, (i) $U^* = 11.0$ and $\alpha = 155^\circ$, (j) $U^* = 17.0$ and $\alpha = 160^\circ$, (k) $U^* = 18.0$ and $\alpha = 160^\circ$, (l) $U^* = 7.0$ and $\alpha = 170^\circ$, (m) $U^* = 13.0$ and $\alpha = 170^\circ$ and (n) $U^* = 18.0$ and $\alpha = 170^\circ$. (a,b) Typical VIV, (c,d) extended VIV, (e,f) combined VIV and galloping, (g) narrowed VIV, (h–k) transition response and (l–n) pure galloping.

Figure 9

Figure 6.Wake modes in the ($U^*$, $\alpha$) parameter plane for the FIV of a D-section prism at ${\textit {Re}} = 100$ and $m^* = 2.0$.

Figure 10

Figure 7.Time histories of the lift coefficient ($C_L$ and $C_{L,V}$), the displacement ($y/D$ and $y^\prime /D$) and vorticity contours. (a,b) The 2S mode at ($\alpha$, $U^*$) = ($10^\circ$, 6.0), (c,d) 2S mode at ($\alpha$, $U^*$) = ($35^\circ$, 5.5), (e,f) P mode at ($\alpha$, $U^*$) = ($45^\circ$, 7.5) and (g,h) ${\rm P}+{\rm S}$ mode at ($\alpha$, $U^*$) = ($160^\circ$, 5.0). The normalized Z-vorticity is in the range [$-$1, 1] with an increment of 0.2. Here, $C_L$ is the total lift coefficient, $C_{L,V}$ is the lift coefficient in phase with the prism velocity, $y/D$ is the displacement and $y^\prime /D$ is the displacement with non-zero time-averaged position removed.

Figure 11

Figure 8.Instantaneous vorticity contours. (a) The 2S mode at ($\alpha$, $U^*$) = ($10^\circ$, 6.0), (b) 2S mode at ($\alpha$, $U^*$) = ($35^\circ$, 5.5), (c) P mode at ($\alpha$, $U^*$) = ($45^\circ$, 7.5) and (d) ${\rm P}+{\rm S}$ mode at ($\alpha$, $U^*$) = ($160^\circ$, 5.0). The normalized Z-vorticity is in the range [$-$1, 1] with an increment of 0.2.

Figure 12

Figure 9.Time histories of the lift coefficient ($C_L$ and $C_{L,V}$), the displacement ($y/D$ and $y^\prime /D$) and vorticity contours at different instants marked in (a) for the hybrid mode (P + S/P) at ($\alpha$, $U^*$) = ($160^\circ$, 9.0). The normalized Z-vorticity is in the range [$-$1, 1] with an increment of 0.1.

Figure 13

Figure 10.Time histories of the lift coefficient ($C_L$ and $C_{L,V}$), the displacement ($y/D$ and $y^\prime /D$) and vorticity contours at different instants for (a–e) the 2P mode at ($\alpha$, $U^*$) = ($50^\circ$, 7.0) and ( f–j) the ${\rm T}+{\rm S}$ mode at ($\alpha$, $U^*$) = ($55^\circ$, 5.5). The normalized Z-vorticity is in the range [$-$1, 1] with an increment of 0.1.

Figure 14

Figure 11.(a) Time histories of the lift coefficient ($C_L$ and $C_{L,V}$) and the displacement ($y/D$ and $y^\prime /D$), (b) the lift and displacement spectra (PSD, power spectral density) and (c–j) vorticity contours of different instants for the $4{\rm S}+4{\rm S}$ mode at ($\alpha$, $U^*$) = ($175^\circ$, 18.0). The normalized Z-vorticity is in the range [$-$1, 1] with an increment of 0.1. The green lines in ($i$) indicate the V-like arrangement of the vortices.

Figure 15

Figure 12.(a) Time histories of the prism displacement and (b) the displacement and lift spectra (PSD, power spectral density) at ($\alpha$, $U^*$) = ($170^\circ$, 19.0). The number of vortices shed in a half-period is given in (a).

Figure 16

Figure 13.Dependence of the wake modes on $A^*$ and $f_v/f_n$. Here, $m{\rm S}+n{\rm S}$ mode ($m$ + $n$$\ge$ 5, $m$ and $n$ are integers) represents the wake mode where $m$ and $n$ vortices are shed from the prism in each half-period.

Figure 17

Figure 14.Dependence of force coefficients on $U^*$ ($= 2\text {--}20$) and $\alpha$ ($= 0^\circ \text {--}180^\circ$): (a) $\bar {C}_{D}$, (b) $C_{D}^{\prime }$, (c) $\bar {C}_{L}$ and (d) $C_{L}^{\prime }$. The same as in figure 2, different regimes are divided by the dashed (horizontal) lines.

Figure 18

Figure 15.Dependence of (a) drag ($f_{D} D / U_{\infty }$) and (b) lift ($f_{L} D / U_{\infty }$) frequencies on $U^*$ ($= 2\text {--}20$) and $\alpha$ ($= 0^\circ \text {--}180^\circ$). The same as in figure 2, different regimes are divided by the dashed (horizontal) lines.

Figure 19

Figure 16.The drag spectra of FIV of a D-section prism. (a) Typical VIV at $\alpha = 10^\circ$, (b) extended VIV at $\alpha = 50^\circ$, (c) combined VIV and galloping at $\alpha = 80^\circ$, (d) narrowed VIV at $\alpha = 125^\circ$, (e) transition response at $\alpha = 155^\circ$ and ( f) pure galloping at $\alpha = 170^\circ$, representing the six types of response. The dash-dotted line in each panel denotes the vortex shedding frequency ($St$) of a stationary D-section prism at the same AoA.

Figure 20

Figure 17.The lift spectra of FIV of a D-section prism. (a) Typical VIV at $\alpha = 10^\circ$, (b) extended VIV at $\alpha = 50^\circ$, (c) combined VIV and galloping at $\alpha = 80^\circ$, (d) narrowed VIV at $\alpha = 125^\circ$, (e) transition response at $\alpha = 155^\circ$ and ( f) pure galloping at $\alpha = 170^\circ$, representing the six types of response. The dash-dotted line in each panel denotes the vortex shedding frequency ($St$) of a stationary D-section prism at the same AoA. In ( f), the horizontal dashed lines indicate the fundamental lift frequency and its second and third harmonics, respectively, while the broken dashed line indicates the vortex shedding frequency.

Figure 21

Figure 18.The phase portraits of the drag and lift coefficients. (a–d) Typical VIV at $\alpha = 10^\circ$, (e–h) extended VIV at $\alpha = 50^\circ$, (i–l) combined VIV and galloping at $\alpha = 80^\circ$, (m–p) narrowed VIV at $\alpha = 125^\circ$, (q–t) transition response at $\alpha = 155^\circ$ and (u–x) pure galloping at $\alpha = 170^\circ$, representing the six types of response.

Figure 22

Figure 19.Phase lags between lift and displacement in the FIV of a D-section prism at different $U^*$ and $\alpha$. The grey and lime regions denote that the phase lag is $0^\circ$ and $180^\circ$, respectively. Different types of responses are divided by the dashed lines. Regimes (i)–(vi) denote typical VIV, extended VIV, combined VIV and galloping, narrowed VIV, transition response and pure galloping, respectively.

Figure 23

Figure 20.The variation of $\beta$ as a function of the AoA ($\alpha$) for the cases with an initial AoA of $\alpha _0 = 0^\circ$.

Figure 24

Figure 21.Vibration amplitude of a D-section prism with varying $m^*$$(= 2.0\text {--}20.0)$ at (a) $\alpha = 80^\circ$ and (b) $\alpha = 170^\circ$.

Figure 25

Figure 22.(a) Time histories of the normalized transverse displacement ($y/D$), the normalized transverse velocity ($V^* = V/U_\infty$), the total lift coefficient ($C_L$), the potential lift coefficient ($C_{Lp}$), the vortex-flow lift coefficient ($C_{Lv}$) and the corresponding power ($W_f$, $W_{fp}$, $W_{fv}$) in the case with $\alpha = 0^\circ$ and $U^* = 5.0$. (b) The normalized Z-vorticity contours at six representative time instants marked by $i$–$vi$ in (a). The normalized Z-vorticity is from $-1$ to 1 with an increment of 0.1. (c) The pressure coefficient distribution along the curved surface.

Figure 26

Figure 23.Time histories of normalized transverse displacement ($y/D$), the total lift coefficient ($C_L$) and the lift coefficients in phase with the prism velocity $(C_{L,V}$, $C_{L, V}^{{press}}$ and $C_{L, V}^{{visc}})$ in the case with $\alpha = 0^\circ$ and $U^* = 5.0$. Here, $C_{L,V}$ is the total lift coefficient in phase with the prism velocity while $C_{L, V}^{{press}}$ and $C_{L, V}^{{visc}}$ are the pressure and viscous components of $C_{L,V}$, respectively.

Figure 27

Figure 24.The vibration amplitude of freely vibrating triangular and D-section prisms versus $U^*$. For the VIV of a triangular prism, $m^* = 2.7$ and $\zeta = 0.0559$ in the water tunnel experiment of Tamimi et al. (2019), $m^* = 9.24$ and $\zeta = 0.0057$ in Seyed-Aghazadeh et al. (2017) and $m^* = 9.24$, $\zeta = 0.0057$ and ${\textit {Re}} = 100$ in the present simulations. For the VIV of a D-section prism, $m^* = 6.0$ and $\zeta = 0.00151$ in the water tunnel experiment of Zhao et al. (2018), $m^* = 11.35$ and $\zeta = 0.0036$ in the water flume experiment of Chen et al. (2021) and $m^* = 6.0$, $\zeta = 0.00151$ and ${\textit {Re}} = 100$ in the present simulations.

Figure 28

Figure 25.Sketches of different types of responses for the D-section prism. (a) Typical VIV at $\alpha = 0^\circ$, (b) extended VIV at $\alpha = 45^\circ$, (c) narrowed VIV at $\alpha = 135^\circ$ and (d) pure galloping (G) at $\alpha = 180^\circ$. Note that A., F.A. and N.A. denote afterbody, far afterbody and no afterbody, respectively.

Figure 29

Figure 26.Time histories of the displacement and velocity gradient ($\partial u / \partial y$) at the upper side intersection point of a D-section prism for $\alpha = 0^\circ$ and $U^* = 5.0$.

Figure 30

Table 5.Summary of the responses of a transversely vibrating D-section prism at ${\textit {Re}} = 100$.