Open AccessWind-wave directional effects on fatigue of bottom-fixed offshore wind turbine
Author(s) -
Stian Høegh Sørum,
Jørgen R Krokstad,
Jørgen Amdahl
Publication year - 2019
Publication title -
journal of physics. conference series
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.21
H-Index - 85
eISSN - 1742-6596
pISSN - 1742-6588
DOI - 10.1088/1742-6596/1356/1/012011
Subject(s) - offshore wind power , turbine , wind power , submarine pipeline , marine engineering , work (physics) , perpendicular , geology , wind wave , structural engineering , environmental science , geotechnical engineering , engineering , oceanography , aerospace engineering , mechanical engineering , geometry , electrical engineering , mathematics
The current trend for offshore wind energy is that larger turbines are placed on monopile foundations at increasing water depth. This requires larger foundations, increasing the importance of hydrodynamic loading. It is well established that wave loads perpendicular to the wind direction are important for the fatigue damage in monopile foundations. However, this is normally only taken into account considering wind-wave misalignment. In this paper, the effect of assuming short-crested waves in design calculations is considered. The lifetime fatigue damage may increase significantly for hydrodynamically sensitive support structures when modelling the waves as short-crested rather than long-crested. For the turbines in this paper, the fatigue damage increased with up to 80 %. At the same time, the changes in fatigue damage were small for support structures that are less hydrodynamically sensitive. The work performed in this paper shows that the typical design assumption of long-crested waves may be both conservative and non-conservative. This fact is important to be aware of when designing support structures for offshore wind turbines.