不完全树形小波分解下在役风电塔筒焊接裂纹在线检测

Online detection of welding cracks in in-service wind turbine towers using incomplete tree wavelet decomposition

  • 摘要: 风电塔筒焊接裂纹声发射信号在连续时间域内会出现非线性失真的情况,使用固定频带分解信号成分容易裂纹特征频段被跨尺度截断,导致特征模糊化,容易被信号不确定性影响,而降低裂纹检测的准确性。为此,提出不完全树形小波分解下在役风电塔筒焊接裂纹在线检测方法。首先,利用二进小波变换,实现塔筒焊接声发射信号在时间-空间双维度的离散化处理,校正不同位置传感器信号的时间差,避免非线性失真;然后,采用不完全树形小波分解离散化处理后的塔筒焊接区域声发射信号,基于子带能量,提取塔筒焊接区域的声发射信号特征。最后,利用信息熵对信号的不确定性进行量化,再使用K-邻近算法,按照信息熵量化结果划分特征属性值类别,对裂纹状态进行分类,实现在役风电塔筒焊接裂纹检测。通过实验证明:应用本文方法对在役风电塔筒焊接裂纹进行检测,检测结果与实际CSI值之间的最大误差不超过0.05,相关系数可保持在0.98以上,可准确识别出裂纹状态,在线检测结果相关性大。

     

    Abstract: The acoustic emission signal of welding cracks in wind turbine tower can exhibit nonlinear distortion in the continuous time domain. Using a fixed frequency band to decompose signal components can easily truncate the crack characteristic frequency band across scales, resulting in feature blurring and being easily affected by signal uncertainty, thereby reducing the accuracy of crack detection. Therefore, an online detection method for welding cracks in in-service wind turbine towers under incomplete tree wavelet decomposition is proposed. Firstly, using the binary wavelet transform, the acoustic emission signal of tower welding is discretized in both time and space dimensions to correct the time difference of sensor signals at different positions and avoid nonlinear distortion; Then, the acoustic emission signal of the tower welding area is discretized using incomplete tree wavelet decomposition, and the acoustic emission signal features of the tower welding area are extracted based on sub-band energy. Finally, the uncertainty of the signal is quantified using information entropy, and then K-nearest neighbor algorithm is used to classify the feature attribute value categories according to the information entropy quantification results, classify the crack state, and achieve welding crack detection of in-service wind turbine towers. Through experiments, it has been proven that the method proposed in this article can be applied to detect welding cracks in in-service wind turbine towers. The maximum error between the detection results and the actual CSI values does not exceed 0.05, and the correlation coefficient can be maintained above 0.98. The crack state can be accurately identified, and the online detection results have a high correlation.

     

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