|Table of Contents|

Citation:
 Subramanian Sarvalogapathi,Kumar Narendran,Rajamanickam Panneer Selvam.Experimental and Computational Studies on a Cylinder with Continuous and Discrete Strakes[J].Journal of Marine Science and Application,2025,(5):947-958.[doi:10.1007/s11804-024-00466-7]
Click and Copy

Experimental and Computational Studies on a Cylinder with Continuous and Discrete Strakes

Info

Title:
Experimental and Computational Studies on a Cylinder with Continuous and Discrete Strakes
Author(s):
Subramanian Sarvalogapathi Kumar Narendran Rajamanickam Panneer Selvam
Affilations:
Author(s):
Subramanian Sarvalogapathi Kumar Narendran Rajamanickam Panneer Selvam
Department of Ocean Engineering, Indian Institute of Technology Madras, Chennai 600036, India
Keywords:
CFD|Continuous helical strakes|Drag force measurements|Helical discrete strakes|RMS lift force coefficient|Segment spacing|Strouhal number|Vortex-induced forces
分类号:
-
DOI:
10.1007/s11804-024-00466-7
Abstract:
Cylindrical cross sections are critical components in offshore structures, including jacket platform legs, pipelines, mooring lines, and risers. These cylindrical structures are subjected to vortex-induced vibrations (VIV) due to strong ocean currents, where vortices generated during fluid flow result in significant vibrations in crossflow and in-flow directions. Such vibrations can lead to severe damage to platforms, cables, and riser systems. Consequently, mitigating VIV caused by vortex-induced forces is important. This study investigates the hydrodynamic performance of five strake models relative to a bare cylinder at moderate Reynolds numbers. The models encompass one conventional continuous helical strake (HS) and four helical discrete strake (HDS) with varying segment spacing between the fins. The hydrodynamic performance, specifically lift and drag force coefficients, was computed using a Reynolds averaged Navier–Stokes-based CFD solver and validated with experimental measurements. The conventional HS suppresses 95% of the lift force but increases the drag force by up to a maximum of 48% in measurements. The HDS suppress the lift force by 70%–88% and increase the drag force by 15%–30%, which is less than the increase observed with the HS. Flow visualization showed that HS and HDS cylinders mitigate vortex-induced forces by altering the vortex-shedding pattern along the length of the cylinder. The HDS achieves a reduction in drag compared with the conventional continuous HS. The segment spacing is found to significantly impact the reduction in vortex-induced forces.

References:

[1] Assi GRS, Crespi T (2019) Laboratory investigation of helical strakes with serrated and twisted fins to suppress VIV. Proceedings of the ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering, Glasgow, V002T08A019. https://doi.org/10.1115/OMAE2019-95129
[2] Assi GRS, Crespi T, Gharib M (2022) Novel geometries of serrated helical strakes to suppress vortex-induced vibrations and reduce drag. Appl. Ocean Res. 120: 103034. https://doi.org/10.1016/j.apor.2021.103034
[3] Bearman PW (1984) Vortex shedding from oscillating bluff bodies. Annu. Rev. Fluid Mech. 16: 195-222. https://doi.org/10.1146/annurev.fl.16.010184.001211
[4] Carmo BS, Gioria RS, Korkischko I, Freire CM, Meneghini JR (2012) Two- and three-dimensional simulations of the flow around a cylinder fitted with strakes. Proceedings of the ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering, Rio de Janeiro, Brazil, 781-790. https://doi.org/10.1115/OMAE2012-83603
[5] Celik IB, Ghia U, Roache PJ, Freitas CJ, Coleman H, Raad PE (2008) Procedure for estimation and reporting of uncertainty due to discretization in CFD applications. J. Fluids Eng. Trans. ASME 130(7): 0780011. https://doi.org/10.1115/1.2960953
[6] Constantinides Y, Oakley OH (2006) Numerical prediction of bare and straked cylinder VIV. Proceedings of the 25th International Conference on Offshore Mechanics and Arctic Engineering, Hamburg, Germany, 745-753. https://doi.org/10.1115/OMAE2006-92334
[7] Franzini GR, Fujarra ALC, Meneghini JR, Korkischko I, Franciss R (2009) Experimental investigation of vortex-induced vibration on rigid, smooth and inclined cylinders. J. Fluids Struct. 25(4): 742-750. https://doi.org/10.1016/j.jfluidstnicts.2009.01.003
[8] Fu B, Wan D (2017) Numerical study of vibrations of a vertical tension riser excited at the top end. J. Ocean Eng. Sci. 2(4): 268-278. https://doi.org/10.1016/j.joes.2017.09.001
[9] Fu X, Fu S, Han Z, Niu Z, Zhang M, Zhao B (2023) Numerical simulations of 2-DOF vortex-induced vibration of a circular cylinder in two and three dimensions: A comparison study. J. Ocean Eng. Sci. https://doi.org/10.1016/j.joes.2023.08.006
[10] Gaczek M, Kawecki J (1996) Analysis of cross-wind response of steel chimneys with spoilers. J. Wind Eng. Ind. Aerodyn. 65(1-3): 87-96. https://doi.org/10.1016/S0167-6105(97)00025-1
[11] Halse KH (1997) On vortex shedding and prediction of vortex-induced vibrations of circular cylinders. PhD thesis, Norwegian University of Science and Technology, Trondheim
[12] IS 4998 (Part 1) (1992) Criteria for design of reinforced concrete chimneys. Bureau of Indian standard, India, 1-12
[13] Jhingran VG (2008) Drag amplification and fatigue damage in vortex-induced vibrations. MIT Libraries. Available from https://dspace.mit.edu/handle/1721.1/44804 [Accessed on March 26, 2024]
[14] King R (1977) A review of vortex shedding research and its application. Ocean Eng. 4(3): 141-171. https://doi.org/10.1016/0029-8018(77)90002-6
[15] Korkischko I, Meneghini JR (2010) Experimental investigation of flow-induced vibration on isolated and tandem circular cylinders fitted with strakes. J. Fluids Struct. 26(4): 611-625. https://doi.org/10.1016/j.jfluidstructs.2010.03.001
[16] Korkischko I, Meneghini JR (2011) Volumetric reconstruction of the mean flow around circular cylinders fitted with strakes. Exp. Fluids 51: 1109-1122. https://doi.org/10.1007/s00348-011-1127-x
[17] Korkischko I, Meneghini JR, Gioria RS, Jabardo PJ, Casaprima E, Franciss R (2007) An experimental investigation of the flow around straked cylinders. Proceedings of the ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering, San Diego, USA, 641-647. https://doi.org/10.1115/OMAE2007-29057
[18] Kumar N, Kumar Varma Kolahalam V, Kantharaj M, Manda S (2018) Suppression of vortex-induced vibrations using flexible shrouding-An experimental study. J. Fluids Struct. 81: 479-491. https://doi.org/10.1016/j.jfluidstructs.2018.04.018
[19] Lee AH, Campbell RL, Hambric SA (2014) Coupled delayed-detached-eddy simulation and structural vibration of a self-oscillating cylinder due to vortex-shedding. J. Fluids Struct. 48: 216-234. https://doi.org/10.1016/j.jfluidstructs.2014.02.019
[20] Li P, Liu L, Dong Z, Wang F, Guo H (2020) Investigation on the spoiler vibration suppression mechanism of discrete helical strakes of deep-sea riser undergoing vortex-induced vibration. Int. J. Mech. Sci. 172: 105410. https://doi.org/10.1016/j.ijmecsci.2019.105410
[21] Menter FR (1994) Two-equation eddy-viscosity turbulence models for engineering applications. AIAA J. 32: 1598-1605. https://doi.org/10.2514/3.12149
[22] Narendran K, Murali K, Sundar V (2015) Vortex-induced vibrations of elastically mounted circular cylinder at Re of the O(105). J. Fluids Struct. 54: 503-521. https://doi.org/10.1016/j.jfluidstructs.2014.12.006
[23] Novak M (1966) The wind induced lateral vibration of circular guyed masts, tower-shaped steel and reinforced concrete structures. Symp. Int. Ass. Shell Struct., Bratislava
[24] Pinto A, Broglia R, Ciappi E, Di Mascio A, Campana EF, Rocco P (2007) Vortex suppression efficiency of discontinuous helicoidal fins. Proceedings of the ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering, San Dieg, USA, 813-820. https://doi.org/10.1115/OMAE2007-29255
[25] Rao GNV (1988) A survey of wind engineering studies in India. Sadhana 12: 201-218. https://doi.org/10.1007/BF02745665
[26] Sarpkaya T (1979) Vortex-induced oscillations: A selective review. J. Appl. Mech. 46: 241-258. https://doi.org/10.1115/1.3424537
[27] Sarpkaya T (2004) A critical review of the intrinsic nature of vortex-induced vibrations. J. Fluids Struct. 19: 389-447. https://doi.org/10.1016/j.jfluidstructs.2004.02.005
[28] Scruton C, Flint AR (1964) Wind-excited oscillations of structures. Proc. Inst. Civ. Eng. 27: 673-702. https://doi.org/10.1680/iicep.1964.10179
[29] Sumer M, Fredsoe J (1997) Hydrodynamics around cylindrical structures. World Scientific. https://doi.org/10.1142/62488
[30] Vandiver JK, Marcollo H (2004) High mode number VIV experiments. Fluid Mech. its Appl. 75: 211-231. https://doi.org/10.1007/978-94-007-0995-9_15
[31] Williamson CHK, Govardhan R (2004) Vortex-induced vibrations. Annu. Rev. Fluid Mech. 36: 413-455. https://doi.org/10.1146/annurev.fluid.36.050802.122128
[32] Xu JL, Zhu, RQ (2009) Numerical simulation of VIV for an elastic cylinder mounted on the spring supports with low mass-ratio. J. Mar. Sci. Appl. 8: 237-245. https://doi.org/10.1007/s11804-009-8117-x
[33] Younoussi S, Ettaouil A (2024) Calibration method of the k - ω SST turbulence model for wind turbine performance prediction near stall condition. Heliyon 10(1): e24048. https://doi.org/10.1016/j.heliyon.2024.e24048
[34] Zahour A (2016) Helical strakes on High Mast Lighting Towers and their effect on vortex shedding lock-in. Master thesis, Purdue University, Indiana
[35] Zdravkovich MM (1981) Review and classification of various aerodynamic and hydrodynamic means for suppressing vortex shedding. J. Wind Eng. Ind. Aerodyn. 7: 145-189. https://doi.org/10.1016/0167-6105(81)90036-2

Memo

Memo:
Received date:2024-5-10;Accepted date:2024-8-11。<br>Corresponding author:Subramanian Sarvalogapathi,E-mail:sarvalogam1991@gmail.com
Last Update: 2025-10-24