Risk based acceptance criteria for joints subject to fatigue deterioration

Journal of Offshore Mechanics and Arctic Engineering

Volumn 127, Issue 2, 2005, Pages 150-157

  Straub, Daniel ^a   Faber, Michael Havbro ^a  

^a ETH ZURICH   (Switzerland)

Author keywords

[No Author keywords available]

Indexed keywords

COST BENEFIT ANALYSIS; FAILURE (MECHANICAL); FATIGUE OF MATERIALS; MAINTENANCE; MATHEMATICAL MODELS; OPTIMIZATION; RELIABILITY; RISK MANAGEMENT; WELDING;

FATIGUE DETERIORATION; FATIGUE FAILURE MODELS; RESIDUAL INFLUENCE FACTORS; STRUCTURAL SYSTEMS;

JOINTS (STRUCTURAL COMPONENTS);

FATIGUE;

EID: 22744442388     PISSN: 08927219     EISSN: None     Source Type: Journal    
DOI: 10.1115/1.1894412     Document Type: Article

References (22)

1. Kirkemo, F., (1990), "Probabilistic strategy increases jacket in-service inspection efficiency," Offshore, 50(12), pp. 46-47.
2. Moan, T., and Vardal, O. T., (2001), "Probabilistic assessment of fatigue reliability of existing offshore platforms," Proc. ICOSSAR 2001, Newport Beach, California.
3. Faber, M. H. and Engelund, S., Sorensen, J. D., Bloch, A., (2000), "Simplified and Generic Risk Based Inspection Planning." Proc. 19th OMAE, Vol. 2, New Orleans.
4. Stahl, B., Aune, S., Gebara. J. M., and Cornell, C. A., (2000), "Acceptance Criteria for Offshore Platforms," J. Offshore Mech. Arct. Eng., 122(3), pp. 153-156.
5. Rackwitz, R., (2000), "Optimization - the basis for code-making and reliability verification," Struct. Safety, 22(1), pp. 27-60.
6. Paté-Cornell, E.. (1994), "Quantitative safety goals for risk management of industrial facilities," Struct. Safety, 13, pp. 145-157.
7. Aven, T., (1992), Reliability and Risk Analysis, Elsevier Applied Science, New York.
8. Vinnem, J. E., (1998), "Evaluation of methodology for QRA in offshore operations," Reliability Eng. Sys. Safety, 61(1), pp. 39-52.
9. Slovic, P. (2000), The Perception of Risk, Earthscan Publications.
10. Faber, M. H. (2000), "Reliability Based Assessment of Existing Structures," Journal of Progress in Structural Engineering and Materials, 2(2), pp. 247-253.
11. NORSOK N-004 (1998). Design of Steel Structures. Standard N-004, revision 1, available online: www.nts.no/norsok/.
12. Straub, D., (2004), Generic Approaches to Risk Based Inspection Planning for Steel Structures. PhD thesis, Swiss Federal Institute of Technology, ETH Zürich.
13. Faber, M. H., Straub, D., Goyet, J., (2003), "Unified Approach to Risk Based Inspection Planning for Offshore Production Facilities," J. Offshore Mech. Arct. Eng. 125(2), pp. 126-131.
14. Straub, D. and Faber M. H., (2004), "System Effects in Generic Risk Based Inspection Planning," ASME J. Offshore Mech. Arct. Eng., 126 (3), pp. 265-271.
15. Rosenblueth, E. and Mendoza, E. (1971), "Reliability Optimization in Isostatic Structures," J. Eng. Mech. Div., 97(6), pp. 1625-1642.
16. Kübler, O. and Faber, M. H., (2002). "Optimality and Acceptance Criteria in Offshore Design," ASME J. Offshore Mech. Arct. Eng., 126 (3), pp. 258-264.
17. Faber, M. H. (2003), "Uncertainties and Probabilities in Engineering Decision Analysis," Proc. 23th OMAE, Vol. 2, Cancun, Mexico.
18. Rackwitz. R., (2002), "Optimization and risk acceptability based on the Life Quality Index," Struct. Safety, 24, pp. 297-331.
19. Nathwani, J. S., Lind, N. C., Pandey. M. D., (1997), Affordable Safety by Choice. The Life Quality Method, Institute for Risk Research, University of Waterloo, Canada.
20. Skjong, R. and Ronold K. O., (1998), "Societal Indicators and Risk Acceptance," Proc. 17th OMAE, paper #1488.
21. Ronalds, B. F., Trinh, S.. Cole. G. K., Tuty, S., Fakas. E., (2003), "Environmental load distributions: influence of platform configuration," J. Constr. Steel Res., 59(2), pp. 215-231.
22. Almar-Naess, A.. (ed.). (1984). Fatigue Handbook for Offshore Steel Structures, Tapir Publishers, Trondheim.