Properties of Unbonded Flexible Pipe under Axial Force

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Flexible pipes, which can be divided into bonded and unbonded types, have been used for years in the oil industry. An unbonded structure presents a large interest in offshore production as they allow to realize simple liaison between the seafloor and the surface. In the present paper, an unbonded flexible pipe under axial force has been analyzed by finite element (FE) method in which eight layers of the unbonded flexible pipe have established. Solid and shell elements are used to simulate the layers. In the FE model, all layers are modeled separately with contact and friction interfaces between each layer. The numerical results are compared to the literature’s results, which shows very good agreement with numerical and other existing results, have validated the use of the given model. It might provide practical and technical support for the application of flexible steel pipes.

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1004-1008

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September 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] T. Kagoura, K. Ishii, S. Abe , T. Inoue , T. Hayashi , T. Sakamoto , T. Mochizuki, T. Yamada. Development of a flexible pipe for pipe-in-pipe technology [J]. Furukawa Review. 2003, 24: 69-75.

Google Scholar

[2] J. J. Feret, C. L. Bournazei. Calculation of stresses and slip in structural layers of unbonded flexible pipes [J]. Journal of Offshore Mechanics and Arctic Engineering, 1987, 109: 263-269.

DOI: 10.1115/1.3257019

Google Scholar

[3] P. Claydon, G. Cook, P.A. Brown, R. Chandwani. A theoretical approach to prediction of service life of unbonded flexible pipes under dynamic loading conditions [J]. Marine Structures, 1992, 5(5): 399-5429.

DOI: 10.1016/0951-8339(92)90011-d

Google Scholar

[4] A. M. Harte, J. F. McNamara. Modelling procedures for the stress analysis of flexible pipe cross sections [J]. Transactions of the ASME, 1993, 115: 46-51.

DOI: 10.1115/1.2920088

Google Scholar

[5] I. Kraincanic, E. Kebadze. Slip initiation and progression in helical armouring layers of unbonded flexible pipes and its effect on pipe bending Behaviour [J]. Journal of Strain Analysis, 2001, 36(3): 265-275.

DOI: 10.1243/0309324011514458

Google Scholar

[6] J. A. Witz, Z. Tan. On the axial-torsional structural behaviour of flexible pipes, umbilicals and marine cables [J]. Marine Structures, 1992, 5: 205-227.

DOI: 10.1016/0951-8339(92)90029-o

Google Scholar

[7] J. A. Witz and Z. Tan, On the flexural structural behaviour of flexible pipes, umbilicals and marine cables [J]. Marine Structures, 1992, 5: 229-249.

DOI: 10.1016/0951-8339(92)90030-s

Google Scholar

[8] D. B. McIver. A method of modelling the detailed component and overall structural behaviour of flexible pipe sections [J]. Engineering Structures, 1995, 17(4): 254-266.

DOI: 10.1016/0141-0296(95)00024-2

Google Scholar

[9] M. Brack, L. M. B. Troina, J. R. M. Sousa. Flexible riser resistance combined axial compression, bending, and torsion in ultra-deep water depths [C]. Proceedings of 24th International Conference on Offshore Mechanics and Arctic Engineering, OMAE05, Halkidiki, Greece, June 12-17, (2005).

DOI: 10.1115/omae2005-67404

Google Scholar

[10] Z. Tan, M. Case, T. Sheldrake. Higher order effects on bending of helical armour wire inside an unbonded flexible pipe [C]. Proceedings of 24th International Conference on Offshore Mechanics and Arctic Engineering, OMAE05, Halkidiki, Greece, June 12-17, (2005).

DOI: 10.1115/omae2005-67106

Google Scholar

[11] A. Bahtui, H. Bahai, G. Alfano. A finite element analysis for unbonded flexible risers under torsion [J]. ASME J. Offshore Mech. Arct. Eng. (OMAE), 2008, 130(4), 041301.

DOI: 10.1115/1.2948956

Google Scholar

[12] J A Witz. A case study in the cross-section analysis of flexible risers [J]. Marine Structures, 1996, 9: 885-904.

DOI: 10.1016/0951-8339(95)00035-6

Google Scholar

[13] Roberto Ramos Jr. A Consistent Analysis Model to Predict the Structural Behavior of Flexible Risers Subjected to Combined Loads [J]. Journal of Offshore Mechanics and Arctic Engineering, 2004, 126: 141-146.

DOI: 10.1115/1.1710869

Google Scholar

[14] Wei Wang, Geng Chen. Analytical and numerical modeling for flexible pipes [J]. China Ocean Engineering, 2011, 25 (4): 737-746.

DOI: 10.1007/s13344-011-0059-9

Google Scholar