Influence of Fatigue Loading on the Engineering Critical Assessment of Steel Catenary Risers in Sour Deepwater Oil and Gas Developments

Article Preview

Abstract:

Steel catenary risers (SCR) are used in deepwater oil and gas developments to transfer produced fluids from the seabed to surface facilities. SCRs can be subject to fatigue loading from a variety of sources including wave and tidal motion, vortex induced vibration (VIV) and operating loads. When the produced fluids are sour (ie contain water and H2S) higher fatigue crack growth rates (FCGR) are expected, and this can have a significant effect on defect tolerance. The aim of this paper is to provide guidance on the current best practice methods for performing engineering critical assessments (ECA) on internal surface breaking defects in SCRs operating in a sour environment and subject to VIV fatigue loads. Example ECA calculations are presented for circumferential girth weld flaws, based on the failure assessment diagram (FAD) approach within the framework of BS 7910 [1]. The influence of certain key input variables is demonstrated, including the FCGR, determined from recent sour test data generated as part of this research.

You might also be interested in these eBooks

Info:

Periodical:

Key Engineering Materials (Volumes 413-414)

Pages:

313-325

Citation:

Online since:

June 2009

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2009 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] BS 7910: Guide to methods for assessing the acceptability of flaws in metallic structures, British Standards Institution, London (2005).

Google Scholar

[2] BS 7608: Code of practice for Fatigue design and assessment of steel structures, British Standards Institution, London (1993).

Google Scholar

[3] DNV-RP-C203: Fatigue design of offshore steel structures, Det Norske Veritas (2005).

Google Scholar

[4] Buitrago J and Weir M S: Experimental fatigue evaluation of deepwater risers in mild sour service, Deep Offshore Technology Conference, New Orleans, USA (2002).

Google Scholar

[5] McMaster F, Thompson H, Zhang M, Walters D and Bowman J: Sour service corrosion fatigue testing of flowline welds, OMAE2007-29060, Proceedings of OMAE2007 26th International Conference on Offshore Mechanics and Arctic Engineering, San Diego, California, USA (2007).

DOI: 10.1115/omae2007-29060

Google Scholar

[6] Buitrago J, Baxter D and Hudak S: High-cycle and low-cycle fatigue resistance of girth welds in sour service, OMAE2008-57545, Proceedings of 27th International Conference on Offshore Mechanics and Arctic Engineering, Estoril, Portugal (2008).

DOI: 10.1115/omae2008-57545

Google Scholar

[7] McMaster F, Bowman J, Thompson H, Zhang M and Kinyon S: Sour service corrosion fatigue testing of flowline and riser welds, OMAE 2008-57059, Proceedings of 27th International Conference on Offshore Mechanics and Arctic Engineering, Estoril, Portugal (2008).

DOI: 10.1115/omae2008-57059

Google Scholar

[8] Smith A and Osman M: Comparison of safety factors used for the determination of remaining life of girth welded pipelines using fracture mechanics and conventional endurance assessment techniques, OMAE2008-58050, Proceedings of the 27th International Conference on Offshore Mechanics and Arctic Engineering, Estoril, Portugal (2008).

DOI: 10.1115/omae2008-58050

Google Scholar

[9] Baxter D P, Maddox S J, Pargeter R J: Corrosion fatigue behaviour of welded risers and pipelines, OMAE2007-29360, Proceedings of OMAE2007 26th International Conference on Offshore Mechanics and Arctic Engineering, San Diego, California, USA (2007).

DOI: 10.1115/omae2007-29360

Google Scholar

[10] Petruska D, Ku A, Masson C, Cook H, McDonald W and Spong R: Calculation of reliabilitybased safety factors for establishing defect acceptance criteria for deepwater riser welds, Deep Offshore Technology Conference (D.O.T. ) (2006).

Google Scholar

[11] Bristoll P and Roeleveld J: Fatigue of offshore structures: effect of seawater on crack propagation in structural steel, Proc. Conf. European Offshore Steels Research, ECSC (1978).

Google Scholar

[12] Webster S E, Austen I M and Rudd W J: Fatigue, corrosion fatigue and stress corrosion of steels for offshore structures, ECSC Report No. EUR 9460, ECSC Steel Publications, European Commission, Brussels (1985).

Google Scholar

[13] Pargeter R J, Gooch TG and Bailey N: The effect of environment on threshold hardness for hydrogen induced stress corrosion cracking of C-Mn steel welds', Conference Proceedings 'Advanced Technology in Welding, Materials, Processing and Evaluation, Japan Welding Soc, Tokyo, April (1990).

Google Scholar

[14] Sponseller D L: Corrosion, Vol. 48 (1992) p.159.

Google Scholar