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首页> 外文期刊>Computer-Aided Civil and Infrastructure Engineering >Vibration-Based Damage Localization in Flexural Structures Using Normalized Modal Macrostrain Techniques from Limited Measurements
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Vibration-Based Damage Localization in Flexural Structures Using Normalized Modal Macrostrain Techniques from Limited Measurements

机译:有限量度下的归一化模态宏观应变技术在挠曲结构中基于振动的损伤定位

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This article presents damage locating indices based on normalized modal macrostrain (MMS) as improvement on the typical curvature-dependent methods. Vulnerability to noise and the use of numerical differentiation procedures are the key factors for the poor performance of many curvature-dependent methods using displacement mode shapes. Whereas dynamic distributed strain measurement data from long-gauge FBG sensors have significantly improved the performance of many damage identification methods, the sensitivity to local damage diminishes as the gauge length increases. The proposed model-free damage identification techniques based on normalized MMS vectors are successfully implemented to locate damage in beam-like structures through numerical simulations and experimental verifications. The unique advantages of the techniques are their simplicity, robustness to noise, ability to precisely identify small damage extents, and localize single and multiple damage states using limited measurable modes from few sensors.
机译:本文提出了基于归一化模态宏观应变(MMS)的损伤定位指标,作为对典型曲率相关方法的改进。噪声的脆弱性和数值微分程序的使用是许多使用位移模式形状的依赖于曲率的方法性能不佳的关键因素。尽管来自长距离FBG传感器的动态分布应变测量数据显着改善了许多损伤识别方法的性能,但是随着标距长度的增加,对局部损伤的敏感性降低了。通过数值模拟和实验验证,成功地实现了基于归一化MMS向量的无模型损伤识别技术,以定位梁状结构中的损伤。该技术的独特优势在于它们的简单性,抗噪声能力,能够精确识别较小的损坏程度以及使用来自少数传感器的有限可测量模式来定位单个和多个损坏状态的能力。

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