Fatigue is a governing limit state for design of wind turbine structures. This implies use of thicker plates in these structures than that used as basis for derivation of standard design S-N curves. Due to a significant number of wind turbine support structures designed in a similar way it is important to use a reliable design procedure that does not require use of unnecessary steel costs or fabrication costs. There are also questions related to calculation of structural stresses to be entered the different S-N curves for calculation of fatigue lives. Therefore an alternative assessment method based on notch stress and very fine element meshes has been used to assess target hot spot stress values for calculation of best estimates of fatigue lives.
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ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering
June 25–30, 2017
Trondheim, Norway
Conference Sponsors:
- Ocean, Offshore and Arctic Engineering Division
ISBN:
978-0-7918-5768-7
PROCEEDINGS PAPER
Assessment of Fatigue Strength of Welded Connections in Thick Plates
Kashif Kamran Toor,
Kashif Kamran Toor
DONG Energy, Copenhagen, Denmark
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Inge Lotsberg
Inge Lotsberg
DNV GL, Oslo, Norway
Search for other works by this author on:
Kashif Kamran Toor
DONG Energy, Copenhagen, Denmark
Inge Lotsberg
DNV GL, Oslo, Norway
Paper No:
OMAE2017-61143, V004T03A036; 10 pages
Published Online:
September 25, 2017
Citation
Toor, KK, & Lotsberg, I. "Assessment of Fatigue Strength of Welded Connections in Thick Plates." Proceedings of the ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. Volume 4: Materials Technology. Trondheim, Norway. June 25–30, 2017. V004T03A036. ASME. https://doi.org/10.1115/OMAE2017-61143
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