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Prediction of vortex-induced vibration response of deep sea top-tensioned riser in sheared flow considering parametric excitations

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
It is widely accepted that vortex-induced vibration (VIV) is a major concern in the design of deep sea top-tensioned risers, especially when the riser is subjected to axial parametric excitations. An improved time domain prediction model was proposed in this paper. The prediction model was based on classical van der Pol wake oscillator models, and the impacts of the riser in-line vibration and vessel heave motion were considered. The finite element, Newmark-β and Newton‒Raphson methods were adopted to solve the coupled nonlinear partial differential equations. The entire numerical solution process was realised by a self-developed program based on MATLAB. Comparisons between the numerical calculation and the published experimental test were conducted in this paper. The in-line and cross-flow VIV responses of a real size top-tensioned riser in linear sheared flow were analysed. The effects of the vessel heave amplitude and frequency on the riser VIV were also studied. The results show that the vibration displacements of the riser are larger than the case without vessel heave motion. The vibration modes and frequencies of the riser are also changed due to the vessel heave motion
Rocznik
Tom
Strony
48--57
Opis fizyczny
Bibliogr. 26 poz., rys., tab.
Twórcy
autor
  • China University of Petroleum (East China) No. 66 , West Changjiang Road Huangdao District 266580 Qingdao, CHINA
autor
  • China University of Petroleum (East China) No. 66 , West Changjiang Road Huangdao District 266580 Qingdao, CHINA
autor
  • China University of Petroleum (East China) No. 66 , West Changjiang Road Huangdao District 266580 Qingdao, CHINA
Bibliografia
  • 1. Bishop R .E. D., Hassan A. Y. (1964): The lift and drag forces on a circular cylinder oscillating in a flowing fluid. Proceedings of the Royal Society of London, Series A: Mathematical and Physical Sciences, Vol. 277(1368), 51-75.
  • 2. Hartlen R. T., Currie I. G. (1970): Lift-oscillator model of vortex-induced vibration. Journal of the Engineering Mechanics Division, Vol. 96(5), 577-591.
  • 3. Balasubramanian S., Skop R. A. (1996): A nonlinear oscillator model for vortex shedding from cylinders and cones in uniform and shear flows. Journal of Fluids and Structures, Vol. 10(3), 197-214.
  • 4. Krenk S., Nielsen S. R. K. (1999): Energy balanced double oscillator model for vortex-induced vibrations. Journal of Engineering Mechanics, Vol. 125(3), 263-271.
  • 5. Facchinetti M. L., Langre E. D., Biolley F. (2004): Coupling of structure and wake oscillators in vortex-induced vibrations. Journal of Fluids and Structures, Vol. 19(2), 123-140.
  • 6. Furnes G. K., Sorensen K. (2007): Flow induced vibrations modeled by coupled non-linear oscillators. In: Proceedings of the 17th International Offshore and Polar Engineering Conference, Lisbon, Portugal, 2007.
  • 7. Ge F., Long X., Wang L., Hong Y. S. (2009): Flow-induced vibrations of long circular cylinders modeled by coupled nonlinear oscillators. Science in China Series G: Physics, Mechanics and Astronomy, Vol. 52(7), 1086-1093.
  • 8. Wu X. D., Ge F., Hong, Y. S. (2010): Effect of travelling wave on vortex-induced vibrations of submerged floating tunnel tethers. Procedia Engineering, Vol. 4(6), 153-160.
  • 9. Srinil N., Zanganeh H. (2012): Modelling of coupled cross-flow /in-line vortex-induced vibrations using double Duffing and van der Pol oscillators. Ocean Engineering, Vol. 53(3), 83-97.
  • 10. Gu J. J., An C., Levi C., Su J. (2012): Prediction of vortexinduced vibration of long flexible cylinders modeled by a coupled nonlinear oscillator: integral transform solution. Journal of Hydrodynamics, Series B, Vol. 24(6), 888-898.
  • 11. Xue H. X., Wang K. P., Tang W. Y. (2015): A practical approach to predicting cross-flow and in-line VIV response for deepwater risers. Applied Ocean Research, Vol. 52, 92-101.
  • 12. Spanos P. D., Tein W. Y., Ghanem R. (1990): Frequency domain analysis of marine risers with time dependent tension. Applied Ocean Research, Vol. 12(4), 200-210.
  • 13. Lei S., Zhang W. S., Lin J. H., Yue Q. J., Kennedy D., Williams, F. W. (2014): Frequency domain response of a parametrically excited riser under random wave forces. Journal of Sound and Vibration, Vol. 333(2), 485-498.
  • 14. Patel M., Park H. I. (1995): Combined axial and lateral responses of tensioned buoyant platform tethers. Engineering Structures, Vol. 17(10), 687-695.
  • 15. Park H. I., Jung D. H. (2002): A finite element method for dynamic analysis of long slender marine structures under combined parametric and forcing excitations. Ocean Engineering, Vol. 29(11), 1313-1325.
  • 16. Chatjigeorgiou I. K., Ioannis K., Mavrakos S. A. (2005): Nonlinear resonances of parametrically excited risers ‒ numerical and analytic investigation for Ω=2ω1. Computers & Structures, Vol. 83(8-9), 560-573.
  • 17. Wang Y. B., Gao D. L., Fang J. (2015): Coupled dynamic analysis of deep water drilling riser under combined forcing and parametric excitation. Journal of Natural Gas Science and Engineering, Vol. 27(3), 1739-1747.
  • 18. Lei S., Zheng X. Y., Kennedy D. (2017): Dynamic response of a deepwater riser subjected to combined axial and transverse excitation by the nonlinear coupled model. International Journal of Non-Linear Mechanics, Vol. 97, 68-77.
  • 19. da Silveira L. M. Y., Martins C. D. A., Cunha L. D., Pesce C. P. (2007): An investigation on the effect of tension variation on VIV of risers. In: Proceedings of 26th International Conference on Offshore Mechanics and Arctic Engineering, California, USA, 2007.
  • 20. Chen W. M., Li M., Guo S. X., Gan K. (2014): Dynamic analysis of coupling between floating top-end heave and riser’s vortex-induced vibration by using finite element simulations. Applied Ocean Research, Vol. 48, 1-9.
  • 21. Thorsen M. J., Savik S. (2017): Vortex-induced vibrations of a vertical riser with time-varying tension. Procedia Engineering, Vol. 199, 1326-1331.
  • 22. Burke B. G. (1974): An analysis of marine risers for deep water. Journal of Petroleum Technology, Vol. 26(4), 455-465.
  • 23. Wang Y. B., Gao D. L., Fang J. (2014): Static analysis of deep-water marine riser subjected to both axial and lateral forces in its installation. Journal of Natural Gas Science and Engineering, Vol. 19(7), 84-90.
  • 24. Chucheepsakul S., Monprapussorn T., Huang T. (2003): Large strain formulations of extensible flexible marine pipes transporting fluid. Journal of Fluids and Structures, Vol. 17(2), 185-224.
  • 25. Kuiper G. L., Brugmans J., Metrikine A. V. (2008): Destabilization of deep-water risers by a heaving platform. Journal of Sound and Vibration, Vol. 310, 541-557.
  • 26. Fujiwara T., Uto S., Kanada S. (2011): An experimental study of the effects that change the vibration mode of riser VIV. In: Proceedings of 30th International Conference on Ocean, Offshore and Arctic Engineering, Rotterdam, Netherlands, 2011.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-864bac74-ab3c-408e-9cd1-c42de00d92a2
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