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Vibration source identification of offshore wind turbine structure based on optimized spectral kurtosis and ensemble empirical mode decomposition

海上风力发电 振动 涡轮机 风力发电 随机振动 工作模态分析 峰度 海洋工程 工程类 希尔伯特-黄变换 结构工程 模态分析 声学 物理 机械工程 统计 数学 电气工程 滤波器(信号处理)
作者
Xiaofeng Dong,Jijian Lian,Haijun Wang
出处
期刊:Ocean Engineering [Elsevier BV]
卷期号:172: 199-212 被引量:19
标识
DOI:10.1016/j.oceaneng.2018.11.030
摘要

Offshore wind turbines are influenced not only by environmental loads such as the wind and waves, but also by various harmonic excitations and have always been considered as complex coupled vibration systems under operational conditions. Generally, the proposed excitations and corresponding vibration sources have a direct relationship with the structural operational safety of the offshore wind turbine and can be reflected by the vibration responses. Nevertheless, existing studies in this area mainly focus on understanding the effect of environmental excitations on the structural vibrations of offshore wind turbines and identifying the dynamic parameters. The research on the identification of the vibration sources and the corresponding energy distribution of offshore wind turbine structures based on the observation data have not yet been carried out. Therefore, using the measured vibration responses of an offshore wind turbine prototype, an identification technology based on optimized spectral kurtosis (OSK) and the ensemble empirical mode decomposition (EEMD) methods, which is capable of determining both the structural vibration sources and the corresponding energy distribution was presented for the first time. It can be demonstrated that the structural vibration sources changed from environmental excitations to forced harmonic loads when the rotating speed and power of the turbine increased. At the same time, the main vibration energy underwent a transformation from random vibration energy to harmonic vibration energy with a change in the operational factors. Furthermore, it is suggested that the relationship between the rotating frequency and structural modal frequencies in the structural operational safety assessment of offshore wind turbines should be further investigated.

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