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Multivariable wavelet finite element-based vibration model for quantitative crack identification by using particle swarm optimization

机译:基于粒子群算法的多变量小波有限元振动模型定量裂纹识别

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Crack is one of the crucial causes of structural failure. A methodology for quantitative crack identification is proposed in this paper based on multivariable wavelet finite element method and particle swarm optimization. First, the structure with crack is modeled by multivariable wavelet finite element method (MWFEM) so that the vibration parameters of the first three natural frequencies in arbitrary crack conditions can be obtained, which is named as the forward problem. Second, the structure with crack is tested to obtain the vibration parameters of first three natural frequencies by modal testing and advanced vibration signal processing method. Then, the analyzed and measured first three natural frequencies are combined together to obtain the location and size of the crack by using particle swarm optimization. Compared with traditional wavelet finite element method, MWFEM method can achieve more accurate vibration analysis results because it interpolates all the solving variables at one time, which makes the MWFEM-based method to improve the accuracy in quantitative crack identification. In the end, the validity and superiority of the proposed method are verified by experiments of both cantilever beam and simply supported beam. (C) 2016 Elsevier Ltd. All rights reserved.
机译:裂纹是结构破坏的关键原因之一。提出了一种基于多变量小波有限元和粒子群算法的定量裂纹识别方法。首先,通过多变量小波有限元方法(MWFEM)对具有裂纹的结构进行建模,从而获得任意裂纹条件下前三个固有频率的振动参数,称为正向问题。其次,通过模态测试和先进的振动信号处理方法对具有裂纹的结构进行测试,以获得前三个固有频率的振动参数。然后,将经过分析和测量的前三个固有频率组合在一起,从而通过使用粒子群算法获得裂缝的位置和大小。与传统的小波有限元方法相比,MWFEM方法可以一次对所有求解变量进行插值,因此可以获得较准确的振动分析结果,这使得基于MWFEM的方法可以提高定量裂纹识别的准确性。最后,通过悬臂梁和简支梁的试验验证了该方法的有效性和优越性。 (C)2016 Elsevier Ltd.保留所有权利。

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