Crack width measurement with OFDR distributed fiber optic sensors considering strain redistribution after structure cracking

IF 3.6 2区 工程技术 Q1 ENGINEERING, CIVIL Journal of Civil Structural Health Monitoring Pub Date : 2024-03-03 DOI:10.1007/s13349-024-00777-x
Lizhi Zhao, Fujian Tang, Gang Li, Hong-Nan Li
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Abstract

Crack monitoring is an important task in structural health monitoring. In this study, a procedure is developed to assess the crack width based on the strain curve of distributed fiber optic sensors (DFOS), taking into account of the strain redistribution of the structural substrate after cracking. Fifteen aluminum alloy plates with two or three pre-cut cracks spaced at varying intervals were installed with DFOS and subjected to a tensile test. During the test, the width of the cracks was measured using an optical microscope. The results revealed that cracks caused a peak value in the strain curve of DFOS, which is dependent on the spacing of the cracks. The peak strains overlap when the cracking spacing is less than 20 mm, as there is a significant strain interference between the two adjacent strain peaks. Depending on the number and location of cracks, thirteen scenarios are classified and a corresponding procedure is proposed to evaluate the crack width by considering the strain redistribution of the cracked substrate. Validation tests demonstrated that the proposed procedure reduced the relative measurement error to 6.64%. Therefore, the developed procedure improves the accuracy of crack width evaluation based on DFOS in practical engineering applications.

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考虑到结构开裂后的应变再分布,利用 OFDR 分布式光纤传感器测量裂缝宽度
裂缝监测是结构健康监测的一项重要任务。本研究根据分布式光纤传感器(DFOS)的应变曲线,并考虑到开裂后结构基体的应变再分布,开发了一套评估裂纹宽度的程序。在 15 块铝合金板上按不同间距安装了两个或三个预切裂缝,并对其进行了拉伸试验。试验期间,使用光学显微镜测量了裂缝的宽度。结果表明,裂缝会导致 DFOS 应变曲线出现峰值,而峰值与裂缝间距有关。当裂纹间距小于 20 毫米时,峰值应变会重叠,因为相邻两个应变峰之间存在明显的应变干扰。根据裂纹的数量和位置,共划分出十三种情况,并提出了相应的程序,通过考虑裂纹基体的应变再分布来评估裂纹宽度。验证测试表明,所提出的程序将相对测量误差降低到了 6.64%。因此,所开发的程序提高了实际工程应用中基于 DFOS 的裂纹宽度评估的准确性。
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来源期刊
Journal of Civil Structural Health Monitoring
Journal of Civil Structural Health Monitoring Engineering-Safety, Risk, Reliability and Quality
CiteScore
8.10
自引率
11.40%
发文量
105
期刊介绍: The Journal of Civil Structural Health Monitoring (JCSHM) publishes articles to advance the understanding and the application of health monitoring methods for the condition assessment and management of civil infrastructure systems. JCSHM serves as a focal point for sharing knowledge and experience in technologies impacting the discipline of Civionics and Civil Structural Health Monitoring, especially in terms of load capacity ratings and service life estimation.
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