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- W4386970906 abstract "Abstract Traditionally, fatigue analyses of offshore bridge structures are calculated separately for the wind and the wave load processes. The total accumulated fatigue damage is often calculated by combining the calculated accumulated fatigue damages from these two processes by using analytic expressions. One widely used approach to combine fatigue damage from wind and wave load is the method from DNV-RP-C203 [1]. It is demonstrated that the use of this method may lead to conservative estimations of the fatigue damage for certain hot spots. Applying conservative values for the accumulated fatigue damage may lead to more frequent in-service inspections, as the calculated fatigue damage is the main input to inspection planning. To obtain a more appropriate inspection plan that is optimised regarding both integrity and cost, a new method combining wave and wind fatigue damages for offshore bridges is proposed. The selected case study is based on typical North Sea MetOcean conditions but is generally also applicable for other offshore locations. The new method results in significantly longer calculated fatigue lives for certain hot spots than obtained by using the method from DNV-RP-C203. By applying more accurate and consistent fatigue calculation approach will also lead to more sound and consistent in-service inspection plans for fatigue cracks which may reduce number of unnecessary in-service inspections." @default.
- W4386970906 created "2023-09-23" @default.
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- W4386970906 date "2023-06-11" @default.
- W4386970906 modified "2023-09-29" @default.
- W4386970906 title "Combined Fatigue Damages of Bridges From Wind and Wave Actions: Application to Offshore Bridge Structures" @default.
- W4386970906 doi "https://doi.org/10.1115/omae2023-101111" @default.
- W4386970906 hasPublicationYear "2023" @default.
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