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Vibration damage detection of a Timoshenko beam by spatial wavelet based approach

机译:基于空间小波的Timoshenko梁振动损伤检测

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This paper presents a technique for structure damage detection based on spatial wavelet analysis. The wavelet transform is used to analyze the mode shape of a Timoshenko beam. First, the mode shapes of the Timoshenko beam containing a transverse crack are obtained. The crack is represented as a rotational spring. Then these spatially distributed signals are analyzed by wavelet transformation. It is observed that distributions of the wavelet coefficients can identify the crack position of Timoshenko beam by showing a peak at the position of the crack. It is also demonstrated that the crack position can be detected by this method even though the crack is very small. Assumed measurement errors are added to the mode shape for evaluating the effect of measurement errors on the capability of detecting crack position. The moving average method is used to process the data with assumed measurement errors. The crack positions can also be identified when there exist assumed measurement errors.
机译:本文提出了一种基于空间小波分析的结构损伤检测技术。小波变换用于分析Timoshenko光束的模态。首先,获得包含横向裂纹的蒂莫申科梁的模态形状。裂纹表示为旋转弹簧。然后通过小波变换分析这些空间分布的信号。观察到小波系数的分布可以通过在裂纹位置处显示峰值来识别蒂莫申科光束的裂纹位置。还证明了即使裂纹很小,也可以通过这种方法检测裂纹位置。假设将测量误差添加到模式形状中,以评估测量误差对检测裂纹位置的能力的影响。移动平均法用于处理具有假定测量误差的数据。当存在假定的测量误差时,也可以识别出裂纹位置。

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