Analysis of Structural Parameters for Unbonded Flexible Pipes

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Abstract:

Due to the complex structure and nonuniform material of unbonded flexible pipes, an elastic thin-walled cylinder model and a helical steel strip model were established respectively to simulate different layers based on the specific structure form and parameters. Quasi-static incremental load was adopted to identify the structural parameters which had significant effects on the axial, radial and bending behavior of the pipes during the complex deformation. Sensitivity of these parameters were also analysed. The conclusion in this paper could provide guaidance for the design of unbonded flexible pipe.

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Periodical:

Advanced Materials Research (Volumes 652-654)

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1514-1519

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January 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Witz J.A. (1996). A case study in the cross-coss-section analysis of flexible reisers, Marine Structures , 9, 885-904.

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

Google Scholar

[2] Tan, Z., Case, M. and Sheldrake, T. (2005).

Google Scholar

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

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

Google Scholar

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

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

Google Scholar

[5] Kebadze, E. and Kraincanic, I. (1999). Non-linear bending behaviour of offshore flexible pipes, Proceedings of the 9th International Offshore and Polar Engineering Conference, ISOPE-99, 2, 226-233.

Google Scholar