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Damage identification of beam structures using free response shapes obtained by use of a continuously scanning laser Doppler vibrometer system

机译:通过使用连续扫描激光多普勒振动计系统获得的自由响应形状来识别梁结构的损伤

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Spatially dense operating deflection shapes and mode shapes can be rapidly obtained by use of a continuously scanning laser Doppler vibrometer (CSLDV) system, which sweeps its laser spot over a vibrating structure surface. This paper introduces a new type of vibration shapes called a free response shape (FRS) that can be obtained by use of a CSLDV system, and a new damage identification methodology using FRSs is developed for beam structures. An analytical expression of FRSs of a damped beam structure is derived, and FRSs from the analytical expression compare well with those from a finite element model. In the damage identification methodology, a free-response damage index (FRDI) is proposed, and damage regions can be identified near neighborhoods with consistently high values of FRDls associated with different modes; an auxiliary FRDI is defined to assist identification of the neighborhoods. A FRDI associated with a mode consists of differences between curvatures of FRSs associated with the mode in a number of half-scan periods of a CSLDV system and those from polynomials that fit the FRSs with properly determined orders. A convergence index is proposed to determine the proper order of a polynomial fit. One advantage of the methodology is that the FRDI does not require any baseline information of an undamaged beam structure, if it is geometrically smooth and made of materials that have no stiffness and mass discontinuities. Another advantage is that FRDIs associated with multiple modes can be obtained using free response of a beam structure measured by a CSLDV system in one scan. The number of half-scan periods for calculation of the FRDI associated with a mode can be determined by use of the short-time Fourier transform. The proposed methodology was numerically and experimentally applied to identify damage in beam structures; effects of the scan frequency of a CSLDV system on qualities of obtained FRSs were experimentally investigated.
机译:可以通过使用连续扫描激光多普勒振动计(CSLDV)系统快速获得空间密集的工作偏转形状和模式形状,该系统将其激光点扫过振动的结构表面。本文介绍了一种可以通过使用CSLDV系统获得的称为自由响应形状(FRS)的新型振动形状,并针对梁结构开发了一种使用FRS的新型损伤识别方法。推导了阻尼梁结构的FRS的解析表达式,并将该解析表达式与有限元模型的FRS进行了比较。在损伤识别方法中,提出了自由反应损伤指数(FRDI),可以在具有与不同模式相关联的FRDls值始终较高的邻域附近识别损伤区域。定义了一个辅助FRDI以帮助识别邻居。与模式关联的FRDI由CSLDV系统的多个半扫描周期中与该模式关联的FRS的曲率之间的差异以及以适当确定的阶数拟合FRS的多项式中的差异组成。建议使用收敛指数来确定多项式拟合的正确顺序。该方法的一个优点是,如果FRDI的几何形状是平滑的并且由没有硬度和质量不连续性的材料制成,则不需要任何未损坏梁结构的基线信息。另一个优点是,可以使用CSLDV系统在一次扫描中测量的光束结构的自由响应来获得与多种模式相关的FRDI。可以通过使用短时傅立叶变换来确定用于计算与模式相关的FRDI的半扫描周期的数量。所提出的方法在数值上和实验上用于识别梁结构中的损伤。实验研究了CSLDV系统扫描频率对获得的FRS质量的影响。

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