YANG Yang, LI Chun, MIAO Weipao, YE Kehua, YE Zhou
2016, 36(8): 638-644,657.
To analyze the structural dynamic response of large-scale wind turbines operating under high-speed strong turbulence inflow conditions, a three-dimensional extreme turbulence flow field with an average wind speed of 25 m/s was established based on NWTCUP wind spectrum. By adding the coherent structures deduced from the scaling numerical results of Kelvin-Helmholtz instable flow to the background wind to represent an inflow condition of higher turbulence intensity, the structural dynamic response of the wind turbine respectively with coherent inflow and normal turbulence flow fields were calculated in FAST code under three off-design conditions, such as yaw to 30°, emergency shutdown and parked cases, etc. Results show that coherent structures enhance the changes of wind speed in space-time domain, with increased kinetic energy of coherent turbulence (CTKE), suitable for representing the case of higher turbulence intensity; while coherent structures promote the dynamic response of wind turbine, especially on the bending moment of tower base, with the variation range of response amplitude expanded by 1.96 times. The stimulus frequency of root bending load is the frequency of wind wheel rotation, while the response of both tower load and nacelle motion is of the first-order natural frequency of side to side vibration. Coherent structures have greater impact on the tower tip moment under off-design conditions, and the non-stationary fluctuations becomes significant during yawing, emergency shutdown and other non-steady operation periods.