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A Nonphysics-based Approach for Vibration-based Structural Health Monitoring under Changing Environmental Conditions

机译:在变化的环境条件下基于非物理方法的基于振动的结构健康监测

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摘要

In this article, a technique is proposed to detect damage in structures from measurements taken under different environmental and operational conditions. The method is based on the regression analysis of the features extracted from the vibration measurement. Macro strain was chosen as the selected feature to be measured using the long-gage distributed fiber Bragg grating (FBG) sensors. Features extracted from the measurements on an intact structure were used to construct a reference model for damage identification. Damage was identified by comparing the slope of the regression line of the subsequent measurements to its counterpart of the reference model. Experimental results show that the extracted features were very consistent. The proposed method was demonstrated and validated using noise-polluted numerical simulation data from two different types of structures, a bridge girder and a plane frame, as well as experimental results from a steel beam with different damage scenarios under changing environmental conditions. Different levels of damage were easily identified from the change in slope of the regression lines. The proposed technique is also applicable to statically measured data.
机译:在本文中,提出了一种通过在不同环境和操作条件下进行的测量来检测结构损坏的技术。该方法基于从振动测量中提取的特征的回归分析。选择宏观应变作为要使用长距离分布式光纤布拉格光栅(FBG)传感器进行测量的选定特征。从完整结构的测量结果中提取的特征用于构建损伤识别参考模型。通过将后续测量的回归线的斜率与参考模型的回归线的斜率进行比较,可以确定损坏程度。实验结果表明,提取的特征非常一致。使用来自两种不同类型结构的噪声污染的数值模拟数据(桥梁和平面框架)以及在环境条件变化的情况下采用不同损伤场景的钢梁的实验结果,对所提出的方法进行了验证和验证。从回归线的斜率变化可以轻松识别出不同程度的损坏。所提出的技术也适用于静态测量的数据。

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