Modal Kinetic Energy Change Ratio-based Damage Assessment of Laminated Composite Beams using Noisy and Incomplete Measurements

D. Dinh-Cong, Linh Vo-Van, Dung Nguyen-Quoc, T. Nguyen-Thoi
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引用次数: 6

Abstract

Modal kinetic energy (MKE) feature has been mostly employed for optimal sensor layout strategies; nevertheless, little attention is paid to use the feature to the field of structural damage detection. The article presents the extensive applicability of MKE change ratio (MKECR), a good damage sensitive parameter, to damage localization and quantification of laminated composite beams. The formulation of the parameter is based on the closed-form of element MKE sensitivity. The performance of the offered damage detection method is numerically verified by a clamped-clamped composite beam and a two-span continuous composite beam with different hypothetical damage scenarios. The influence of incomplete mode shapes, various noise levels as well as damage magnitudes on damage prediction results are also investigated. The obtained results from these numerical examples indicate that the offered method reliably localize the actually damaged elements and approximately estimate their severities, even under incomplete measurements at a high noise level.This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium provided the original work is properly cited. 
基于模态动能变化率的复合材料层合梁噪声和不完全损伤评估
模态动能(MKE)特征被广泛用于传感器布局优化策略;然而,将该特征应用到结构损伤检测领域的研究却很少。本文介绍了MKE变化率(mker)作为一种良好的损伤敏感参数,在层合组合梁损伤定位与量化方面的广泛适用性。该参数的表达式基于元件MKE灵敏度的封闭形式。通过不同假设损伤情景下的夹固组合梁和两跨连续组合梁的损伤检测,对所提出的损伤检测方法的性能进行了数值验证。研究了不完全模态振型、不同噪声水平和损伤大小对损伤预测结果的影响。数值算例结果表明,即使在高噪声水平下测量不完全的情况下,所提出的方法也能可靠地定位出实际损坏的构件,并对其严重程度进行近似估计。这是一篇在知识共享署名许可(http://creativecommons.org/licenses/by/4.0/)条款下发布的开放获取文章,该许可允许在任何媒介上不受限制地使用、分发和复制,只要原始作品被适当引用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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