American Journal of Mechanical Engineering
ISSN (Print): 2328-4102 ISSN (Online): 2328-4110 Website: http://www.sciepub.com/journal/ajme Editor-in-chief: Kambiz Ebrahimi, Dr. SRINIVASA VENKATESHAPPA CHIKKOL
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American Journal of Mechanical Engineering. 2017, 5(2), 33-40
DOI: 10.12691/ajme-5-2-1
Open AccessArticle

Fatigue Damage of Vertical Rigid Risers due to In-Line Vortex Induced Vibration in Nigeria Shallow Waters

Tobechukwu C. Ezeonwumelu1, Chinwuba V. Ossia1, and Ibiba E. Douglas2

1Offshore Technology Institute, Faculty of Engineering University of Port Harcourt, Port Harcourt, Nigeria

2Marine Engineering Department, Rivers State University of Science & Technology, Port Harcourt, Nigeria

Pub. Date: February 10, 2017

Cite this paper:
Tobechukwu C. Ezeonwumelu, Chinwuba V. Ossia and Ibiba E. Douglas. Fatigue Damage of Vertical Rigid Risers due to In-Line Vortex Induced Vibration in Nigeria Shallow Waters. American Journal of Mechanical Engineering. 2017; 5(2):33-40. doi: 10.12691/ajme-5-2-1

Abstract

In-line and Transverse Vortex Induced Vibrations (VIV) pose potential Fatigue damage threat to Vertical Rigid Risers (VRR) even in the less volatile Nigeria Shallow Waters. In this paper, a typical VRR of 31.031m length clamped to a fixed jacket platform in 18.29m water depth was used while relevant metOcean data were used to simulate the environmental conditions. The process was statically and dynamically simulated using different wave spectra on Orcaflex platform. The results from JONSWAP spectra showed a fatigue damage value of 102.5 x 10-5 due to in-line VIV which is greater than 29.1 x 10-5 due to transverse VIV. The results from the Ochi-Hubble spectra indicate a fatigue damage value of 96.2 x 10-5 due to in-line VIV which is greater than 7.03 x 10-5 due to transverse VIV. Also, the in-line vortex force (VF) analysis on the VRR for the JONSWAP spectra showed VF range, beginning from the touchdown point (TDP) to the unstraked region (UR), of 0.16 - 0.34kN/m; 0.01 - 0.53kN/m; and 0 - 0.85kN/m at End A (0m); 8.74m and 21.00m, respectively. Whereas, for the Ochi-Hubble spectra, VF range, from TDP to the UR, of 0.16 - 0.302kN/m; 0.018 - 0.56kN/m; 0 - 1.42kN/m at End A (0m); 8.74m and 21.00m, respectively, were obtained. The results for both spectra showed zero in-line VF on the VRR at 23.69m, 26.21m and End B (31.031m). Hence, fatigue damage and VF due to in-line VIV is important from the TDP to most parts of the UR on the VRR irrespective of the wave spectra and requires proper analysis in riser designs.

Keywords:
in-line vortex induced vibration transverse vortex induced vibration fatigue damage value vertical rigid risers Nigeria shallow waters

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References:

[1]  Huera-Huarte, F.J. (2006). Multi-Mode Vortex-Induced Vibrations of a Flexible Circular Cylinder, A Doctoral thesis submitted in fulfilment of the requirements for the degree of Doctor of Philosophy to the Imperial College London, (University of London), pp. 24-35., January 2006.
 
[2]  Marcollo H. (2002). Multimodal Vortex-Induced Vibration, A Doctoral thesis submitted in fulfilment of the requirements for the degree of Doctor of Philosophy to Department of Mechanical Engineering, Monash University, Victoria, Australia, 2002.
 
[3]  Zdravkovich, M.M. (1997). Flow Around Cylindrical Structures. Vol 1: Fundamental (1st Edition). Oxford University Press
 
[4]  Bloor, M..S. (1964). The Transition to Turbulence in the Wake of a Circular Cylinder. Journal of Fluid Mechanics, Vol. 19, pp. 290.
 
[5]  Gerrard, J.H. (1996). The Mechanics of the Formation Region of Vortices behind Bluff Bodies; Journal of Fluid Mechanics, Vol. 25 (02), pp. 401-413.
 
[6]  Sarkpaya, T. (1979). Vortex Induced Oscillations - A Selective Review. Journal of Applied Mechanics. Vol. 46, pp. 241-258.
 
[7]  Achenbach, E. and Heinecke, E. (1981). On Vortex Shedding from Smooth and Rough Cylinders in the Range of Reynolds Numbers 6x103 to 5x106; Journal of Fluid Mechanics, Vol 109, PP.239-251.
 
[8]  Thorsen, M.J., Saevik, S., Larsen C.M. (2014). Time domain simulation of cross-flow and in-line vortex induced vibrations; Proceedings of the 9th International Conference on Structural Dynamics, EURODYN, Porto, Portugal, 2014
 
[9]  Baarholm, G.S., Larsen, C.M., Lie, H. (2006). On Fatigue Damage Accumulation from In-line and Cross-flow Vortex Induced Vibrations on risers. Journal of Fluids and Structures, Vol. 22 (01), pp.109-127.
 
[10]  Aronsen, K.H. (2007). An Experimental Investigation of In-line and Combined In-line and Cross-flow Vortex Induced Vibrations; A Doctoral thesis submitted in fulfilment of the requirements for the degree of Doctor of Philosophy to Department of Marine Technology, Norges Teknis-Naturvitenkapelige Universitet, Trondheim, Norway, 1503-8181, 2007: 253.
 
[11]  Facchinetti, M.L., de Langre, E., Biolley, F. (2004). Coupling of Structure and Wake Oscillators in Vortex Induced Vibrations. Journal of Fluids and Structures. Vol.19, pp. 123-140.
 
[12]  Ge, F., Long, X., Wang, L., Hong, Y. (2009). Flow–Induced Vibrations of Long Circular Cylinders Modeled by Coupled Non Linear Oscillators. Science in China Series G: Physics, Mechanics and Astronomy, Vol. 52 (07), pp. 1086-1093.
 
[13]  Larsen C.M., Lie, H., Passano, E., Yttervik, R., Wu, J., Baarholm, G. (2009). VIVANA - Theory Manual, Version 3.7, MARINTEK.
 
[14]  Chaplin, J.R., Bearman, P.W., Cheng, Y., Fontaine, E., Graham, J.M.R., Herfjord, K., HueraHuarte, M., Isherwood, M., Lambrakos, K., Larsen, C.M., Meneghini, J.R., Moe, G., Pattenden, R.J., Triantafyllou, M.S., Willden, R.H.S. (2005). Blind Predictions of Laboratory Measurements of Vortex Induced Vibrations of a Tension Riser. Journal of Fluids and Structures, Vol. 21 (01), pp. 25-40.
 
[15]  Hasselmann, K., Barnett T.P., Bouws E., Carlson D.E., Cartwright D.E., Enke K., Ewing J.A., Gienapp H., Hasselmann D.E., Kruseman P., Meerburg A., Muller P., Olbers D.J., Richter K., Sell W., and Walden H. (1973). Measurements of Wind Wave Growth and Swell Decay during the Joint North Sea Wave Project. (JONSWAP) Deutsches Hydrographische Zeitschrift, Vol 08 (12) PP.1-95.
 
[16]  Ochi, M., K. and Hubble, E., N. (1976). On six-parameters wave Spectra, Proceedings of the 15th Coastal Engineering Conference Vol 1 pp 301-328.
 
[17]  Orcina Ltd, (2003). Orcaflex Version 8.4a7 Manual, Daltongate, Ulverston, Cumbria UK..
 
[18]  Gedikli, E. D, (2014). “Experimental Investigation of Low Mode Number Cylinders Subjected to Vortex Induced Vibrations”, M.Sc Thesis, Dept. of Ocean Engineering, University of Rhode Island, USA.
 
[19]  Shi, C., (2011). “Fatigue Damage Prediction in Deepwater Marine Risers due to Vortex-Induced Vibration” PhD Thesis, The University of Texas at Austin, USA.
 
[20]  Chibueze, N.O., Ossia, C.V., Okoli, J.U. (2016). “On the Fatigue of steel catenary risers”, Strojniski Vestnik – Journal of Mechanical Engineering, Vol. 62 (12), Pp. 751-756.