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Implementation of Digital Image Correlation for Structural Health Monitoring of Bridges

机译:数字图像关联在桥梁结构健康监测中的实现

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As the civil infrastructure (e.g. bridges) of the global highway system ages,there exists a critical need for structural health monitoring over large areas that isrobust, inexpensive and easily interpreted. According to the American Society ofCivil Engineers, in 2008, 161,892 bridges were structurally deficient or obsolete. Inthe next fifteen years, nearly half of America’s bridges will exceed the typical 50-year design life. Thorough inspection of these aging bridges is important to ensurepublic safety. Currently, bridge health is assessed primarily using qualitative visualinspection, which is subject to variability due to an inspector’s interpretation.Instruments such as strain gages, accelerometers, fiber optic sensors, displacementtransducers, etc. are becoming more common for monitoring bridge health. Thesesensors require external power, cabling/antenna for data transmission, high dataacquisition channel counts and only measure at a discrete point or along a line(making it difficult to detect damage outside the sensor’s proximity). To rectifythese drawbacks, this paper presents research results of using three-dimensional(3D) digital image correlation (DIC) as a new approach for quantitative bridgestructural health monitoring.3D DIC is a non-contact, full field, optical measuring technique that uses twodigital cameras to measure surface geometry, displacement, and strain. Long termmonitoring with DIC can be accomplished by imaging the bridge periodically andcomputing strain, displacement and surface geometry fromimages recorded at different dates. In this paper, DIC is shown to1) quantify spalling by comparing subsequent surface geometry measurements,2) monitor crack width using extensometers established between photogrammetrictargets and 3) successfully locate non-visible cracks using full-field strain anddisplacement measurements. These techniques are first confirmed in laboratorytests.Next field measurements are made on three operational full-scale bridges. Thispaper also discusses the challenges and solutions to effectively implementing DIC
机译:随着全球高速公路系统的民用基础设施(例如桥梁)的老化, 迫切需要对大区域进行结构健康监控,这是 健壮,便宜且易于解释。根据美国学会 土木工程师,在2008年,有161,892座桥梁在结构上存在缺陷或已过时。在 在接下来的十五年中,美国近一半的桥梁将超过典型的50座 一年的设计寿命。对这些老化桥进行彻底检查对于确保 公共安全。当前,桥梁健康主要通过定性视觉评估 检查,视检查员的解释而定,可能会有所不同。 应变计,加速度计,光纤传感器,位移计等仪器 换能器等在监控桥梁健康方面正变得越来越普遍。这些 传感器需要外部电源,用于数据传输的电缆/天线,高数据 采集通道计数,仅在离散点或沿线进行测量 (很难检测到传感器附近的损坏)。纠正 这些缺点,本文介绍了使用三维的研究成果 (3D)数字图像相关(DIC)作为定量桥梁的新方法 结构健康监测。 3D DIC是一种非接触式全场光学测量技术,它使用两种 数码相机来测量表面的几何形状,位移和应变。长期 通过定期对桥梁进行成像,可以通过DIC进行监控 从中计算应变,位移和表面几何形状 在不同日期拍摄的图像。在本文中,DIC显示为 1)通过比较后续的表面几何尺寸来量化剥落, 2)使用摄影测量法之间建立的引伸计监测裂缝宽度 目标和3)使用全场应变成功地定位了不可见的裂缝,并且 位移测量。这些技术首先在实验室得到证实 测试。 接下来的现场测量是在三个可操作的全尺寸电桥上进行的。这 本文还讨论了有效实施DIC的挑战和解决方案

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