Parametric Study on Dynamic Tension Behaviour of Offshore Pipeline for Deepwater S-lay Operation

Pu Xu; Shun Feng Gong; Ting Zhang; Cheng Chen

doi:10.1051/e3sconf/20183803014

All issues

Volume 38 (2018)

E3S Web Conf., 38 (2018) 03014

References

Open Access

Issue		E3S Web Conf. Volume 38, 2018 2018 4^th International Conference on Energy Materials and Environment Engineering (ICEMEE 2018)


Article Number		03014
Number of page(s)		6
Section		Water Conservancy and Civil Engineering
DOI		https://doi.org/10.1051/e3sconf/20183803014
Published online		04 June 2018

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O’Grady R, Harte A. Localised assessment of pipeline integrity during ultra-deep S-lay installation[J]. Ocean Engineering, 2013, 68: 27-37. [CrossRef] [Google Scholar]
Mattiazzo G, Mauro S, Guinzio P S. A tensioner simulator for use in a pipelaying design tool[J]. Mechatronics, 2009, 19(8): 1280-1285. [CrossRef] [Google Scholar]
Yue Q J, Lu Q Z, Yan J, et al. Tension behavior prediction of flexible pipelines in shallow water[J]. Ocean Engineering, 2013, 58(2): 201-207. [CrossRef] [Google Scholar]
Gong S F, Xu P, Bao S, et al. Numerical modelling on dynamic behaviour of deepwater S-lay pipeline[J]. Ocean Engineering, 2014, 88: 393-408. [CrossRef] [Google Scholar]
Gong S F, Xu P. The influence of sea state on dynamic behaviour of offshore pipelines for deepwater S-lay[J]. Ocean Engineering, 2016, 111: 398-413. [CrossRef] [Google Scholar]
Orcina. OrcaFlex User Manual, Version 9.7a[M]. Cumbria, UK: 2014. [Google Scholar]
Ramberg W, Osgood W R. Description of stress-strain curves by three parameters[C]. National Advisory Committee for Aeronautics (NACA) Technical Note, No.902, NACA, Washington, 1943. [Google Scholar]
Randolph M F, Quiggin P. Non-linear hysteretic seabed model for catenary pipeline contact[C]. In: Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering, OMAE2009-79259, Hawaii, USA, 2009. [Google Scholar]
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[1] Li Z G, Wang C, He N, et al. An overview of deepwater pipeline laying technology[J]. China Ocean Engineering, 2008, 22(3): 521-532. [Google Scholar]

[2] Clauss G F, Weede H, Riekert T. Offshore pipe laying operations-Interaction of vessel motions and pipeline dynamic stresses[J]. Applied Ocean Research, 1992, 14(3): 175-190. [CrossRef] [Google Scholar]

[3] Yun H D, Peek R R, Paslay P R, et al. Loading history effects for deepwater S-lay of pipelines[J]. Journal of Offshore Mechanics and Arctic Engineering, 2004, 126(2): 156-163. [CrossRef] [Google Scholar]

[4] O’Grady R, Harte A. Localised assessment of pipeline integrity during ultra-deep S-lay installation[J]. Ocean Engineering, 2013, 68: 27-37. [CrossRef] [Google Scholar]

[5] Mattiazzo G, Mauro S, Guinzio P S. A tensioner simulator for use in a pipelaying design tool[J]. Mechatronics, 2009, 19(8): 1280-1285. [CrossRef] [Google Scholar]

[6] Yue Q J, Lu Q Z, Yan J, et al. Tension behavior prediction of flexible pipelines in shallow water[J]. Ocean Engineering, 2013, 58(2): 201-207. [CrossRef] [Google Scholar]

[7] Gong S F, Xu P, Bao S, et al. Numerical modelling on dynamic behaviour of deepwater S-lay pipeline[J]. Ocean Engineering, 2014, 88: 393-408. [CrossRef] [Google Scholar]

[8] Gong S F, Xu P. The influence of sea state on dynamic behaviour of offshore pipelines for deepwater S-lay[J]. Ocean Engineering, 2016, 111: 398-413. [CrossRef] [Google Scholar]

[9] Orcina. OrcaFlex User Manual, Version 9.7a[M]. Cumbria, UK: 2014. [Google Scholar]

[10] Ramberg W, Osgood W R. Description of stress-strain curves by three parameters[C]. National Advisory Committee for Aeronautics (NACA) Technical Note, No.902, NACA, Washington, 1943. [Google Scholar]

[11] Randolph M F, Quiggin P. Non-linear hysteretic seabed model for catenary pipeline contact[C]. In: Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering, OMAE2009-79259, Hawaii, USA, 2009. [Google Scholar]

[12] American Petroleum Institute (API). API Specification 5L: Specification for Line Pipe [S]. Washington: API Publishing Services, 2013. [Google Scholar]