Effectiveness of using pipe-in-pipe (PIP) concept to reduce vortex-induced vibrations (VIV): Three-dimensional two-way FSI analysis

Abstract Pipe-in-pipe (PIP) systems have been increasingly used in offshore applications because of their favourable thermal insulation capacity. Very recently, the conventional PIP system was slightly revised by using carefully designed springs and dashpots to connect the inner and outer pipes. This revised PIP system can be considered as a structure-Tuned Mass Damper (TMD) system. It therefore has the potential to mitigate the offshore structural vibrations induced by various sources such as earthquake excitation and/or vortex shedding. This paper carries out three-dimensional (3D) numerical simulations to investigate the effectiveness of the proposed method. The cross-flow oscillation of the conventional and optimized PIP systems are numerically investigated by developing a two-way coupled Fluid-Structure Interaction (FSI) framework for computational fluid dynamics (CFD) analysis. The developed FSI model is validated with the available experimental and numerical benchmark data on a single cylinder. This validated model is then extended to the PIP system to study its efficiency for Vortex-Induced Vibration (VIV) suppression. Numerical results show that the optimized PIP system can noticeably reduce VIV.

[1]  Brad Stappenbelt,et al.  Effects of uniform surface roughness on vortex-induced vibration of towed vertical cylinders , 2011 .

[2]  Yong Bai,et al.  Subsea Engineering Handbook , 2012 .

[3]  Saman Rashidi,et al.  Vortex shedding suppression and wake control: A review , 2016 .

[4]  M. Braza,et al.  Two-degree-of-freedom vortex-induced vibrations of a circular cylinder at Re=3900 , 2016 .

[5]  Hong Hao,et al.  Numerical simulation on the effectiveness of using viscoelastic materials to mitigate seismic induced vibrations of above-ground pipelines , 2016 .

[6]  S. Atluri,et al.  A numerical investigation of the near-wake structure in the variable frequency forced oscillation of a circular cylinder , 2009 .

[7]  P. Bearman,et al.  On the stability of a free-to-rotate short-tail fairing and a splitter plate as suppressors of vortex-induced vibration , 2014 .

[8]  Peter W. Bearman,et al.  Circular cylinder wakes and vortex-induced vibrations , 2011 .

[9]  S. Mittal,et al.  Vortex-induced vibrations of a circular cylinder at low Reynolds numbers , 2007, Journal of Fluid Mechanics.

[10]  H. Katsuchi,et al.  Numerical simulation of vortex induced vibrations of a flexibly mounted wavy cylinder at subcritical Reynolds number , 2017 .

[11]  P. Wilson,et al.  Effect of turbulence modelling on 3-D LES of transitional flow behind a circular cylinder , 2015 .

[12]  Liang Cheng,et al.  Spanwise length effects on three-dimensional modelling of flow over a circular cylinder , 2001 .

[13]  Menglan Duan,et al.  Numerical investigation on the suppression of VIV for a circular cylinder by three small control rods , 2017 .

[14]  D. Jeng,et al.  Propagation buckling in subsea pipe-in-pipe systems , 2017 .

[15]  V. Oruç Strategies for the applications of flow control downstream of a bluff body , 2017 .

[16]  C. Williamson,et al.  MOTIONS, FORCES AND MODE TRANSITIONS IN VORTEX-INDUCED VIBRATIONS AT LOW MASS-DAMPING , 1999 .

[17]  C. Williamson,et al.  Fluid Forces and Dynamics of a Hydroelastic Structure with Very Low Mass and Damping , 1997 .

[18]  G. Karniadakis,et al.  Suppression of vortex-induced vibrations by fairings: A numerical study , 2015 .

[19]  Hongjun Zhu,et al.  Numerical study on vortex-induced vibration responses of a circular cylinder attached by a free-to-rotate dartlike overlay , 2016 .

[20]  P. Wilson,et al.  Numerical simulation of force and wake mode of an oscillating cylinder , 2014 .

[21]  M. Breuer A CHALLENGING TEST CASE FOR LARGE EDDY SIMULATION: HIGH REYNOLDS NUMBER CIRCULAR CYLINDER FLOW , 2000, Proceeding of First Symposium on Turbulence and Shear Flow Phenomena.

[22]  S. Mittal,et al.  Free vibrations of a cylinder: 3-D computations at Re=1000 , 2013 .

[23]  P. Bearman VORTEX SHEDDING FROM OSCILLATING BLUFF BODIES , 1984 .

[24]  Tahsin Tezdogan,et al.  Full-scale CFD investigations of helical strakes as a means of reducing the vortex induced forces on a semi-submersible , 2017 .

[25]  H. Al-Jamal,et al.  Vortex induced vibrations using Large Eddy Simulation at a moderate Reynolds number , 2004 .

[26]  S. Soumya,et al.  Effect of splitter plate on passive control and drag reduction for fluid flow past an elliptic cylinder , 2017 .

[27]  Jiyuan Tu,et al.  Computational Fluid Dynamics: A Practical Approach , 2007 .

[28]  F. Stern,et al.  Large-eddy simulation of the flow past a circular cylinder at sub- to super-critical Reynolds numbers , 2016 .

[29]  P. Moin,et al.  Eddies, streams, and convergence zones in turbulent flows , 1988 .

[30]  C. M. Larsen,et al.  Forced motion experiments using cylinders with helical strakes , 2017 .

[31]  M. Breuer Numerical and modeling influences on large eddy simulations for the flow past a circular cylinder , 1998 .

[32]  Ming Zhao,et al.  Numerical simulation of two-degree-of-freedom vortex-induced vibration of a circular cylinder close to a plane boundary , 2011 .

[33]  Yang Zhiyin,et al.  Large-eddy simulation: Past, present and the future , 2015 .

[34]  Youhong Tang,et al.  Effects of natural frequency ratio on vortex-induced vibration of a cylindrical structure , 2015 .

[35]  H. Akilli,et al.  Passive flow control in the near wake of a circular cylinder using attached permeable and inclined short plates , 2017 .

[36]  Ming Zhao,et al.  Vortex-induced vibration of a circular cylinder of finite length , 2014 .

[37]  Hong Hao,et al.  Using pipe-in-pipe systems for subsea pipeline vibration control , 2016 .

[38]  Rajeev K. Jaiman,et al.  Wake stabilization mechanism of low-drag suppression devices for vortex-induced vibration , 2017 .

[39]  P. Moin,et al.  NUMERICAL SIMULATION OF THE FLOW AROUND A CIRCULAR CYLINDER AT HIGH REYNOLDS NUMBER , 2003 .

[40]  Ming Zhao,et al.  Three-dimensional numerical simulation of vortex-induced vibration of an elastically mounted rigid circular cylinder in steady current , 2014 .

[41]  J. Meneghini,et al.  Experimental investigation of flow-induced vibration interference between two circular cylinders , 2006 .

[42]  Nikolaos I. Xiros,et al.  Springer Handbook of Ocean Engineering , 2016 .

[43]  Gustavo R. S. Assi,et al.  Experiments with flexible shrouds to reduce the vortex-induced vibration of a cylinder with low mass and damping , 2017 .

[44]  P. Sagaut BOOK REVIEW: Large Eddy Simulation for Incompressible Flows. An Introduction , 2001 .

[45]  Hong Hao,et al.  Passive vibration control of cylindrical offshore components using pipe-in-pipe (PIP) concept: An analytical study , 2017 .

[46]  George Em Karniadakis,et al.  Vortex mode selection of a rigid cylinder subject to VIV at low mass-damping , 2005 .

[47]  Yuning Zhang,et al.  A review of methods for vortex identification in hydroturbines , 2018 .

[48]  C. Williamson,et al.  Vortex-Induced Vibrations , 2004, Wind Effects on Structures.