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Ultrasonic Tomography for Detecting and Locating Defects in Concrete Structures

机译:超声波断层扫描技术,用于检测和定位混凝土结构中的缺陷

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摘要

This thesis evaluates a particular ultrasonic nondestructive testing (NDT) system in order to determine its capabilities and limitations in locating defects in concrete structures; specifically tunnel linings, bridge decks, and pavements. The device, a phased-array ultrasonic tomography (UST) system that utilizes shear waves, is a significant advancement in NDT systems. Consequently, there is a need in structural engineering to verify new technologies by assessing their flaw-detecting capabilities in a variety of structural applications. The UST technique does not currently have a testing methodology that is field-ready. In order to develop a methodology, the system was evaluated based on its ability to detect simulated defects, then taken to the field to evaluate natural structural defects on public tunnels, pavements, and airport runways. Types of concrete defects the system is used to detect and localize include air- and water-filled voids, vertical cracks, horizontal delaminations, and abnormalities such as clay lumps. The device is also used to determine reinforcement depth and spacing as well as concrete thickness measurements. This research concludes that the UST system is exceptional at locating horizontal delaminations ranging from 0.05-2.0 mm (0.002-0.079 in.), and is able to differentiate between fully debonded and partially-bonded areas. Vertical cracks could only be detected once they begin to form parallel to the testing surface; however, omission of surface details was found to be a strong indicator of crack presence. Backwall surfaces up to a depth of 762 mm (30 in.) were successfully and accurately determined. Air- and water-filled voids as well as reinforcement details such as layout and depth were also successfully determined and located. With the exception of some medium-sized clay lumps (with a diameter of approximately 102 mm, or 4 in.) surrounding reinforcement, all clay lumps tested were also highly successful.
机译:本文评估了一种特殊的超声无损检测(NDT)系统,以确定其在混凝土结构缺陷定位中的能力和局限性。特别是隧道衬砌,桥面和人行道。该设备是一种利用剪切波的相控阵超声层析成像(UST)系统,是NDT系统的一项重大进步。因此,结构工程中需要通过评估各种结构应用中的缺陷检测能力来验证新技术。 UST技术目前没有可现场使用的测试方法。为了开发一种方法,该系统基于其检测模拟缺陷的能力进行了评估,然后被带到现场评估公共隧道,人行道和机场跑道上的自然结构缺陷。该系统用于检测和定位的混凝土缺陷类型包括空气和水填充的空隙,垂直裂缝,水平分层以及异常(例如粘土块)。该设备还用于确定钢筋的深度和间距以及混凝土厚度的测量值。这项研究得出的结论是,UST系统在定位水平分层(范围为0.05-2.0毫米(0.002-0.079英寸))方面非常出色,并且能够区分完全脱胶和部分粘合的区域。垂直裂缝只有在开始平行于测试表面形成时才能被检测到。然而,发现表面细节的缺失是裂纹存在的有力指标。成功准确地确定了762毫米(30英寸)深度的底面表面。充气和注水的空隙以及加固细节(如布局和深度)也已成功确定和定位。除了围绕增强材料的一些中型粘土块(直径约为102毫米或4英寸)外,所有测试的粘土块也都非常成功。

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    White Joshua;

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  • 年度 2012
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