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A wavelet analysis for crack location detection on cantilever beam

机译:悬臂梁裂纹位置检测的小波分析

摘要

Over the last few decades, the damage identification methods of civil and mechanical structures have been drawing much interest from various fields. Wavelet analysis, a relatively new mathematical and signal processing tool, is one of such methods that have been studied recently. It is a time–frequency analysis that provides more detailed information about non-stationary signals which traditional Fourier analysis miss. This rather new method has been applied to various fields including civil, mechanical and aerospace engineering, especially for damage detection. The purpose of this paper is to provide the review of the research that has been conducted on damage detection by wavelet analysis. First, the theory of wavelet analysis is presented including continuous wavelet transform followed by its application. This paper proposes damage detection in beam-like structures with small cracks, whose crack ratio [r = Hc/H] in between 10% to 20%, without baseline modal parameters. The approach is based on the difference of the continuous wavelet transforms (CWTs) of two sets of mode shape data which correspond to the uncrack cantilever beam with the crack cantilever beam. The mode shape data of a cracked beam are apparently smooth curves, but actually exhibit local peaks or discontinuities in the region of damage because they include additional response due to the cracks. The modal responses of the crack cantilever beams used are computed using the modal testing method. The results demonstrate whether the crack can be detect on the cantilever beam using the CWT, and they provide a better crack indicator than the result of the CWT of the original mode shape data. The effects of crack location and sampling interval are examined. The experimental and the analysis results show that the proposed method has great potential in crack detection of beam-like structures as it does not require the modal parameter of an uncrack beam as a baseline for crack detection. It can be recommended for real applications
机译:在过去的几十年中,土木和机械结构的损伤识别方法已经引起了各个领域的极大兴趣。小波分析是一种相对较新的数学和信号处理工具,是最近研究的此类方法之一。它是一种时频分析,可提供有关传统傅立叶分析所错过的非平稳信号的更多详细信息。这种相当新的方法已应用于各个领域,包括土木,机械和航空航天工程,尤其是用于损坏检测。本文的目的是对通过小波分析进行损伤检测的研究进行综述。首先,提出了小波分析的理论,包括连续小波变换及其应用。本文提出了一种具有小裂纹的梁状结构的损伤检测方法,该结构的裂纹率[r = Hc / H]在10%至20%之间,并且没有基准模态参数。该方法基于两组模式形状数据的连续小波变换(CWT)的差异,这两组模式形状数据分别对应于裂隙悬臂梁和裂隙悬臂梁。裂纹光束的模态数据显然是平滑的曲线,但实际上在损坏区域显示局部峰值或不连续性,因为它们包括由于裂纹引起的附加响应。使用模态测试方法计算所使用的裂纹悬臂梁的模态响应。结果表明,是否可以使用CWT在悬臂梁上检测到裂纹,并且与原始模式形状数据的CWT结果相比,它们提供了更好的裂纹指示。检查裂纹位置和采样间隔的影响。实验和分析结果表明,该方法不需要梁梁的模态参数作为裂纹检测的基线,因此在梁状结构的裂纹检测中具有很大的潜力。可以推荐用于实际应用

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