CHENG Youliang, LI Shuailing, ZHOU Bin, QU Jiangman
2019, 39(11): 934-939.
To obtain the natural frequencies of a 1.5 MW wind turbine without prestressing force, a natural vibration analysis was conducted on the simplified coupled structure of its tower and pile foundation using finite element method, and subsequently the natural frequencies of the coupled system without prestressing force were obtained, while the low-order vibration patterns and corresponding modal shape curves were output, which were then compared with the external excitation frequencies, i.e. rated 1P, 3P and 6P of the wind turbine based on Campbell diagram, to estimate whether resonance occurs under external excitation conditions, and to find the critical speed and safety zone of the wind turbine. Finally, modal analysis results were obtained for the whole wind turbine. Results show that compound movements of swing and brandishing appear in the vibration mode of the whole machine based on the mode of the coupled structure entity of the tower and pile foundation, and the natural frequencies of the whole machine are close to the static characteristic frequencies of the entity.