Increasing deep-water oil and gas recovery has highlighted the need for high integrity, high fatigue performance girth welds in steel catenary riser systems. Such systems include girth welds made from one side. However, the widely used fatigue design classification, UK Class F2, for such welds is not well founded, but probably overconservative for pipeline welds. In an attempt to justify upgrading current fatigue design classifications and providing a better basis for design, fatigue tests were performed on a range of girth-welded pipes produced by pipeline welding contractors. This paper presents the results of those tests and their evaluation in terms of the factors that influence the fatigue performance of girth welds, including welding process, welding position, backing system, joint alignment, weld quality, specimen type, and fatigue loading conditions. Conclusions are drawn regarding the scope for adopting higher design classifications and the conditions that must be met to justify them.
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February 2008
Research Papers
An Investigation of the Fatigue Performance of Riser Girth Welds
Julian B. Speck,
Julian B. Speck
TWI Ltd.
, Granta Park, Great Abington, Cambridge CB1 6AL, UK
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G. Reza Razmjoo
G. Reza Razmjoo
TWI Ltd.
, Granta Park, Great Abington, Cambridge CB1 6AL, UK
Search for other works by this author on:
Stephen J. Maddox
Julian B. Speck
TWI Ltd.
, Granta Park, Great Abington, Cambridge CB1 6AL, UK
G. Reza Razmjoo
TWI Ltd.
, Granta Park, Great Abington, Cambridge CB1 6AL, UKJ. Offshore Mech. Arct. Eng. Feb 2008, 130(1): 011007 (11 pages)
Published Online: February 8, 2008
Article history
Received:
June 22, 2006
Revised:
June 14, 2007
Published:
February 8, 2008
Citation
Maddox, S. J., Speck, J. B., and Razmjoo, G. R. (February 8, 2008). "An Investigation of the Fatigue Performance of Riser Girth Welds." ASME. J. Offshore Mech. Arct. Eng. February 2008; 130(1): 011007. https://doi.org/10.1115/1.2827956
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