Damgaard, Mads2; Ibsen, Lars Bo2; Andersen, Lars Vabbersgaard2; K. F. Andersen, Jacob5
1 Department of Civil Engineering, The Faculty of Engineering and Science, Aalborg University, VBN2 The Faculty of Engineering and Science, Aalborg University, VBN3 Geotechnical Engineering, The Faculty of Engineering and Science, Aalborg University, VBN4 Division for Structures, Materials and Geotechnics, The Faculty of Engineering and Science, Aalborg University, VBN5 Vestas Turbines R&D, Aarhus
Cross-wind vibrations due to wave loading misaligned with wind turbulence are often a design driver for offshore wind turbine foundations. The phenomenon is characterised by increasing fatigue loads compared to the fore-aft fatigue and a small amount of system damping since almost no aerodynamic damping from the blades takes place. In addition, modern offshore wind turbines are flexible structures with resonance frequencies close to environmental loads and turbine blades passing the tower. Therefore, in order to avoid conservatism during the load calculation and the design phase leading to additional costs, the structural response must be analysed with reliable estimations of the dynamic properties of the wind turbines. Based on a thorough investigation of “rotor-stop” tests performed on offshore wind turbines supported by a monopile foundation for different wind parks in the period 2006-2011, the paper evaluates the first natural frequency and modal damping of the structures. In addition, fitting of theoretical energy spectra to measured response spectra of operating turbines is presented as an alternative method of determining the system damping. Analyses show distinctly time-dependent cross-wind dynamic properties. Based on numerical analysis, the variation is believed to be caused by sediment transportation at seabed level and varying performance of tower oscillation dampers.
Journal of Wind Engineering and Industrial Aerodynamics, 2013, Vol 116, Issue May 2013, p. 94-108