Probability of Fatigue Failure in Steel Catenary Risers in Deep Water
Publication: Journal of Engineering Mechanics
Volume 132, Issue 9
Abstract
Deep water developments are being pursued vigorously in various parts of the world (West Coast of Africa, Gulf of Mexico, etc.). The riser system is a critical part of the field architecture. Riser failure results in reduction or cessation of revenue. It may also lead to spillage or pollution and may endanger lives. Hence, riser design must carry a high degree of reliability. Steel catenary risers (SCRs) are considered to be technically feasible and commercially efficient solutions, especially when high temperatures and pressures are involved. However, in terms of fatigue, SCRs are very sensitive to environmental loading. The procedure for fatigue analysis is essentially deterministic. This paper concentrates on the probability of failure associated with the current design practice of fatigue analysis of SCRs. The procedure is illustrated with sample calculations with first-order vessel motion and a flow chart for assessing the probability of fatigue failure is also given. The example is chosen so as to highlight the issues involved. The probability of failure is used to determine the “safety index.” The probability calculations have been reformulated so that they are applicable for the design of SCRs. The probability of fatigue failure, for the example chosen, is also reported. The overall aim is to increase the confidence in the design of such systems in deep water environment.
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Acknowledgments
The writer would like to thank the Management of KBR-Halliburton for permission to present the paper. During the course of this work, the writer had the benefit of constructive discussions with many fellow professionals; notable among them are Dr. Navil Shetty (W.S. Atkins, Ltd.), Peter Carr (e-p-consults Ltd.), Dr. Amin (Welding Research Institute, United Kingdom), and Dr. S. F. Yasseri (KBR, Halliburton).
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© 2006 ASCE.
History
Received: Jun 29, 2004
Accepted: Dec 20, 2005
Published online: Sep 1, 2006
Published in print: Sep 2006
Notes
Note. Associate Editor: Arvid Naess
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