Suppressing galloping-induced vibrations by integrating bluff body with surface protrusions
Source abstract
Abstract
As a kind of self-excited large amplitude vibration, galloping is detrimental to engineering structures. Therefore, how to effectively suppress it has been a crucial issue for both industry and academia. In this Letter, a passive method based on integrating rectangular prismatic bluff bodies with different surface protrusions is proposed to mitigate galloping-induced vibrations. Both wind tunnel experiments and numerical simulations prove the validity of this method. Moreover, computational fluid dynamics simulations are also performed to investigate the underlying aerodynamic phenomena. Results reveal that the maximum amplitude and energy suppression ratios can reach 100%, especially for wind speeds higher than 3 m/s. As opposed to previous methods that delay galloping vibrations to higher wind speeds, this technique can directly change the vibration type from conjoint vortex-induced vibration (VIV)-galloping to VIV, which fundamentally eliminates galloping oscillations. Therefore, this method is promising in suppressing galloping vibrations.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Fluid Dynamics and Vibration Analysis · Vibration and Dynamic Analysis · Wind and Air Flow Studies
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Mechanical and Automation Engineering, The Chinese University of Hong Kong 1 , Shatin, N. T., Hong Kong, China
Hubei Key Laboratory for Engineering Structural Analysis and Safety Assessment, School of Aerospace Engineering, Huazhong University of Science and Technology 2 , Wuhan 430074, China
Funding
Hong Kong Research Grants Council · Chinese University of Hong Kong · National Natural Science Foundation of China
References (33)
Show source-provided references
1. Comparative study of tip cross-sections for efficient galloping energy harvesting10.1063/1.4792737 ↗
2. Y-type three-blade bluff body for wind energy harvesting10.1063/1.5029415 ↗
3. Improving the performance of aeroelastic energy harvesters by an interference cylinder10.1063/1.4999765 ↗
4. Effects of superhydrophobicity on VIV control of a circular cylinder10.1063/5.0159879 ↗
5. Wideband PZT energy harvesting from the wake of a bluff body in varying flow speeds10.1016/j.ijmecsci.2019.105135 ↗
6. A broadband bi-stable flow energy harvester based on the wake-galloping phenomenon10.1063/1.4959181 ↗
7. Vortex-induced vibrations of a cylinder in inelastic shear-thinning and shear-thickening fluids10.1017/jfm.2021.1151 ↗
8. Suppression of structural galloping by applying a harmonic base excitation at certain frequencies10.1007/s11071-022-07815-7 ↗
9. Aeroelastic galloping response of square prisms: The role of time-delayed feedbacks10.1016/j.ijengsci.2013.11.008 ↗
10. Wind tunnel demonstration of galloping mitigation with a purely nonlinear energy sink10.1016/j.jfluidstructs.2020.103169 ↗
11. Optimization of multiple helical fillets surface to suppress rain-wind vibration of stay cables: A wind tunnel investigation10.2174/18741495-v16-e2206270 ↗
12. Anti-galloping effect of the catenary positive feeder air flow spoiler in strong wind areas of Lanzhou–Urumqi high-speed railway10.6180/jase.202208_25(4).0015 ↗
13. There is no critical mass ratio for galloping of a square cylinder under flow10.1017/jfm.2021.975 ↗
14. Wind loading on high-rise buildings and the comfort effects on the occupants10.1016/j.scs.2018.10.026 ↗
15. P. P. Sullivan , “Aeroelastic galloping of tall structures in simulated winds,” Ph.D. thesis (University of British Columbia, 1977).
16. Failures of cranes due to wind induced vibrations10.1016/j.engfailanal.2013.12.007 ↗
17. On galloping vibration of traffic signal structures10.1016/s0167-6105(98)00153-6 ↗
18. Investigating the effect of surface protrusions on galloping energy harvesting10.1063/5.0142143 ↗
19. Investigating the coupled effect of different aspect ratios and leeward protrusion lengths on vortex-induced vibration (VIV)-galloping energy harvesting: Modelling and experimental validation10.1016/j.jsv.2023.118054 ↗
20. An empirical model for amplitude prediction on VIV-galloping instability of rectangular cylinders10.12989/was.2015.21.1.085 ↗
21. 2015 · 1
22. Modeling and characterization of a piezoelectric energy harvester under combined aerodynamic and base excitations10.1115/1.4029611 ↗
23. A rotational hybrid energy harvester utilizing bistability for low-frequency applications: Modelling and experimental validation10.1016/j.ijmecsci.2022.107235 ↗
24. Investigations on magnetic bistable PZT-based absorber for concurrent energy harvesting and vibration mitigation: Numerical and analytical approaches10.1016/j.energy.2021.122376 ↗
25. Integrating PZT layer with tuned mass damper for simultaneous vibration suppression and energy harvesting considering exciter dynamics: An analytical and experimental study10.1016/j.jsv.2022.117413 ↗
26. Wake-oscillator model of vortex-induced oscillation of circular cylinder10.5359/jawe1980.1981.10_13 ↗
27. 2010
28. 1985
29. The lift and drag forces on a circular cylinder oscillating in a flowing fluid10.1098/rspa.1964.0005 ↗
30. Lift-oscillator model of vortex-induced vibration10.1061/jmcea3.0001276 ↗
31. Effects of higher-order terms in aerodynamic force on the nonlinear response of a galloping PZT energy harvester10.22064/TAVA.2021.530769.1182 ↗
32. Galloping of forward and backward inclined slender square cylinders10.1016/j.jweia.2015.04.010 ↗
33. Experimental investigation on the efficiency of circular cylinder-based wind energy harvester with different rod-shaped attachments10.1016/j.apenergy.2018.06.056 ↗