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Increased Reliability Through a Unified Analysis Tool for Bonded and Non-Bonded Pipes

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Advances in Subsea Pipeline Engineering and Technology
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Abstract

Methods to predict stresses in flexible pipe under both combined loading and damaging loads on flexible pipes exist, these analytical tools are generally proprietary to the manufacturers and usually incorporate empirical factors linked to test results from specific pipe types. This poses a major problem in relation to incorporating the use of these tools into general pipe design guidelines.

All flexible pipes are essentially layered structures incorporating elastomer or thermoplastic layers to contain pressure and using spiralled armor to take loads. The ability of the reinforcing spirals to relocate under bending gives the pipe its bending flexibility. Two main types of pipe exist: bonded pipes, where all armoring is embedded in and bonded to an elastomer compound, and non-bonded, where the helices can slide against each other and adjoining layers.

The difference in behavior of bonded and non-bonded flexible pipe is discussed. A general theoretical formulation of the stiffness relations for layered flexible pipe is presented, and it is shown how to model a pipe in a way which is consistent for both bonded and non-bonded pipes.

This theory has been implemented in the computer program FLEXPIPE which has been verified against test results and calculations made by the manufacturers. Some comparisons with test results are presented which indicate that using a non-bonded load transfer model for a bonded case does not produce the required level of accuracy, and that the bonded model as implemented in FLEXPIPE is required.

The aim should be to bring flexible pipes to a documented safety level equivalent to other parts of the overall production system. Present safety factors are typically based on experience, industry practice and testing. A revised design approach should be adopted which takes into account combined loading effects, accuracy of the analytical prediction and spread in test data. A such design approach requires use of a well documented and available computer program. A case study is included to show the advantages of using a consistent design approach for optimization of a deep water pipe, layer by layer.

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References

  1. Feret et Bournazel: “Calculation of stresses and slip in structural layers of unbonded flexible pipe.” ASME Transactions, reprinted August 1987, Vol. 109 Journal of OMAE.

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  2. Vetterman et Peuker: “Steel reinforced elastomer pipes. Design approach and performance characteristics.” NPF Flexible Pipe Technology Seminar, Oslo 1986.

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  3. McNamara et Harte: “Three dimensional analytical simulation of flexible pipe wall structure.” OMAE 89–744

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  4. Goto, Okamoto, Araki et Fuku: “Analytical study on the mechanical strength of flexible pipes.”

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  5. Løtveit S.A., Often O., “Limit State Design Approach for Flexible Pipes”, Norske Sivilingeniørers Forening seminar, Flexible pipes and hoses offshore, Trondheim, januar 8–10, 1989.

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© 1990 Society for Underwater Technology

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Løtveit, S.A., Often, O. (1990). Increased Reliability Through a Unified Analysis Tool for Bonded and Non-Bonded Pipes. In: Ellinas, C.P. (eds) Advances in Subsea Pipeline Engineering and Technology. Advances in Underwater Technology, Ocean Science and Offshore Engineering, vol 24. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-0617-4_5

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  • DOI: https://doi.org/10.1007/978-94-009-0617-4_5

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-010-6764-5

  • Online ISBN: 978-94-009-0617-4

  • eBook Packages: Springer Book Archive

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