TY - JOUR
T1 - Cross-Wind Modal Properties of Offshore Wind Turbines Identified by Full Scale Testing
AU - Damgaard, Mads
AU - Ibsen, Lars Bo
AU - Andersen, Lars Vabbersgaard
AU - K. F. Andersen, Jacob
PY - 2013
Y1 - 2013
N2 - 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.
AB - 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.
KW - Fast Fourier Transform
KW - Eigenfrequencies
KW - Free Vibration Decay
KW - Modal Soil Damping
KW - Offshore Wind Energy Structures
KW - Operational Modal Identification
KW - P-Y Curve Method
KW - Scour
KW - Spectral Analysis
KW - Winkler Approach
KW - Fast Fourier Transform
KW - Eigenfrequencies
KW - Free Vibration Decay
KW - Modal Soil Damping
KW - Offshore Wind Energy Structures
KW - Operational Modal Identification
KW - P-Y Curve Method
KW - Scour
KW - Spectral Analyses
KW - Winkler Approach
U2 - 10.1016/j.jweia.2013.03.003
DO - 10.1016/j.jweia.2013.03.003
M3 - Journal article
SN - 0167-6105
VL - 116
SP - 94
EP - 108
JO - Journal of Wind Engineering & Industrial Aerodynamics
JF - Journal of Wind Engineering & Industrial Aerodynamics
IS - May 2013
ER -