Strain estimation for offshore wind turbines with jacket substructures using dual-band modal expansion. (May 2020)

• Record Type: Journal Article
• Authors: Henkel, M.; Häfele, J.; Weijtjens, W.; Devriendt, C.; Gebhardt, C.G.; Rolfes, R.
• Is Part Of: Marine structures. Volume 71(2020)
• Publication Date: 2020-05
• Subjects: Virtual sensing -- Fatigue assessment -- Operational modal analysis -- Offshore wind turbine -- Jacket substructure -- FAST; Naval architecture -- Periodicals; Offshore structures -- Periodicals; Architecture navale -- Périodiques; Structures offshore -- Périodiques; Naval architecture; Offshore structures; Periodicals; 620.4162
• DOI: 10.1016/j.marstruc.2020.102731
• Languages: English
• ISSNs: 0951-8339

Abstract

Abstract: Structural fatigue is a design driver for offshore wind turbines (OWT). In particular, the substructures, like jackets, are strongly affected by fatigue. Monitoring the fatigue progression in the welds is vital for the maintenance and a potential lifetime extension. However, inspections of critical locations are costly due to the limited accessibility of the mostly submerged jacket. Considering the high number of potentially critical welds, it is regarded as economically unfeasible to equip all fatigue hot spots with sensors. Thus, an indirect method to monitor the fatigue progress of the structure and point out critical locations is desirable. For a consistent support of ongoing maintenance, it has to yield reliable results for varying operational and environmental conditions. This paper applies a virtual sensing approach to jacket substructures. From a small set of sensors on the tower, fatigue at every desired location of the jacket is estimated using dual-band modal expansion. Simulations using the OC4 jacket design are performed to show potentials and limitations of the method. Namely fatigue progress on leg welds of K-joints is predicted with high accuracy over a wide range of load cases. However, some difficulties in fatigue prediction of X-joints due to the occurrence of local modes and limitations in the extrapolation of wave loading have to be resolved in future work. Highlights: The modal expansion algorithm returned sufficient fatigue estimates for leg welds of K-joints. Mode shapes proved to differ with wind speed thus use of a variable set of mode shapes is proposed for fatigue estimation. While fatigue is considered a low frequent phenomenon brace welds accumulate fatigue damage above the second structural mode. The error on the fatigue estimation for brace welds was considered too large for practical application.