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Some precautions to consider in using wavelet transformation for damage detection analysis of plates

机译:小波变换在钢板损伤检测分析中应注意的一些注意事项

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Over the last two decades Wavelet Transformation (WT) method has been widely utilized for the damage identification of structures. The main objective of this paper is to discuss and present some of common shortcomings and limitations of mathematical software, as well as other precautionary measures that need to be considered when using them for wavelet analysis applications. Due to popular usage of MATLAB® comparing to other mathematical tools among researchers for data processing of structural responses through WT analysis, this software was chosen for specific study. To the best of the authors' knowledge, these limitations and observations have not been previously identified or discussed in the literature. In this work, a square plate with a severe damage, in form of a crack, parallel to the left edge of the plate is selected for a pilot study. The steady state harmonic response is used for measuring the deflection shape across the line parallel to one edge and perpendicular to the damage. Several criteria and cases such as the smallest size damage that can be detected, correlation between the crack width and the number of sampling points, and the influence of the damage thickness on the accuracy of the result are investigated.
机译:在过去的二十年中,小波变换(WT)方法已广泛用于结构的损伤识别。本文的主要目的是讨论和介绍数学软件的一些常见缺点和局限性,以及在将其用于小波分析应用程序时需要考虑的其他预防措施。由于与研究人员通过WT分析进行结构响应的数据处理相比,MATLAB®与其他数学工具相比具有广泛的用途,因此选择该软件进行特定的研究。就作者所知,这些限制和观察以前尚未在文献中确定或讨论过。在这项工作中,选择了一块具有严重损坏(裂纹形式)且平行于板左边缘的方形板进行试验研究。稳态谐波响应用于测量平行于一条边并垂直于损伤的直线的偏转形状。研究了几种标准和情况,例如可以检测到的最小尺寸损伤,裂纹宽度与采样点数量之间的相关性以及损伤厚度对结果准确性的影响。

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