Probabilistic Inspection Planning of the Åsgard A FPSO Hull Structure With Respect to Fatigue

Author:

Lotsberg Inge1,Sigurdsson Gudfinnur1,Wold Per Terje2

Affiliation:

1. Det Norske Veritas AS, Offshore Installations/RN520, P.O. Box 300, 1322 Ho̸vik, Norway

2. Statoil, Stjo̸rdal, Norway

Abstract

Probabilistic methods has been used to develop a basis for an in-service inspection program for the A˚sgard A FPSO hull structure with respect to fatigue cracks. A˚sgard A is a floating production unit constructed for Statoil and was installed on the A˚sgard Field during the winter 1999. Hot spot areas showing the shortest calculated fatigue lives have been selected for probabilistic analyses. This implies areas at doubling plates and transverse stiffeners in the deck structure and the connections between the side longitudinals and the transverse frames. In FPSOs, there are a number of details with similar geometry that also are fabricated in the same way. Some of the details like those in the deck structure are also subjected to the same magnitude of loading. Consequently, there will be correlation in fatigue life when several components are considered at the same time. The effect of this correlation has been investigated for components that have a welded surface and components that are ground. A number of analyses have been performed to investigate the effect of this correlation on required amount of in-service inspection. And it is shown how results from these analyses are transferred into an in-service inspection program for the A˚sgard A FPSO. [S0892-7219(00)00302-2]

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Reference14 articles.

1. Lotsberg, I., Back-Gansmo, O., and Dalane, J. I., 1991, “Probabilistic Design of a Ship Type Floating Production Vessel,” 10th International Conference of Offshore Mechanics and Arctic Engineering. Stavanger, Norway.

2. Moan, T., and Song, R., 1998, “Implication of Inspection Updating on System Fatigue Reliability of Offshore Structures,” OMAE, Lisbon, Portugal.

3. Paris, P. C., and Erdogan, F., 1963, “A Critical Analysis of Crack Propagation Laws,” ASME J. Basic Eng., 85, pp. 528–534.

4. Raju, I. S., and Newman, J. C., 1981, “An Empirical Stress-Intensity Factor Equation for Surface Crack,” Eng. Fract. Mech., 15, pp. 185–192.

5. Madsen, H. O., Skjong, R., Tallin, A., and Kirkemo, F., 1987, “Probabilistic Fatigue Crack Growth Analysis of Offshore Structures, With Reliability Updating Through Inspection,” Marine Structural Reliability Symp., SNAME, Arlington VA.

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