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Development of an automated electrical impedance tomography system and its implementation in cementitious materials

机译:自动化电阻抗层析成像系统的开发及其在胶结材料中的实现

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摘要

Electrical impedance tomography (EIT) based non-destructive evaluation showed great potentials in assessing the health condition of the new or existing civil infrastructures. Damages or anomalies that on the surface and embedded inside the structures exhibited as local conductivity changes and altered the path of electrical current flow. This investigation was focused on developing a new automated EIT system and employing EIT to identify the anomalies in cementitious materials structures.;This dissertation is structured as follows. First, common nondestructive evaluation (NDE) techniques including conductivity based techniques were summarized as well as their advantages and disadvantages. Then the theories of EIT modality as well as inverse reconstruction algorithms were illustrated. Next, the development of the automated electrical tomography measurement system was presented which made it possible to complete thousands of measurements in a few minutes. The developed system has multiple portable measurement units that can be used on the objects with different geometries. Finally, experiments were designed and the results of the experimental works were discussed.;Laboratory experiments were carried out to explore the feasibility of implementing the EIT in assessing surface and subsurface damages in cementitious structures. With the aid of conductive paint, the tests were performed on both circular surfaces and a large polyester transparent sheet. Damages with different geometries and sizes were identified. Furthermore, the feasibility of detecting subsurface (invisible) damages was investigated. With the aid of numerical simulation and inverse calculation, the locations of damages were identified and the sizes were qualitatively estimated. In addition, experiments were designed to assess the chloride distribution in concrete slabs. The results from the EIT tests were compared to results from half-cell potential (HCP) and four-point resistivity tests. The results corresponded very well and EIT reconstructed images showed clearer contrast.;Another application was to detect the distribution of steel fibers in steel reinforced mortar specimens using the EIT. The mortar specimens were cast with two different water to cementitious materials ratios 0.5 and 1.25, respectively. The fiber levels in volume percentages ranging from 0 to 2% with an increment of 0.5%. Comparative study was carried out with the aid of advanced photography techniques and image processing techniques. Results showed a great potential for the EIT method to be used in this application.;To summarize, EIT was proved to be a viable NDE tool for damage detection in cementitious structures. Despite the potentials of EIT in NDE of cementitious materials, challenges exist. First, cementitious materials are heavily heterogeneous with low electrical conductivity. Although conductive paint provided a relatively uniform conductivity field, it was only suitable for accessible surfaces of structures. For subsurface damage detection, the penetration of injected current was not deep enough for accurate damage detection, as a result, only the damages with depths less than 30 mm can be detected. It seems that using more powerful current source could improve the image resolution. Another issue was the ill-posed feature of inverse analysis and more advanced algorithms are needed to enhance the performance and stability of the inverse problems compared to current approaches.
机译:基于电阻抗层析成像(EIT)的无损评估显示出在评估新的或现有民用基础设施的健康状况方面的巨大潜力。随着局部电导率的变化和电流路径的改变,表面和嵌入结构内部的损坏或异常现象也将显现出来。这项研究的重点是开发一种新的自动EIT系统,并利用EIT来识别胶结材料结构中的异常情况。首先,总结了包括基于电导率的技术在内的常见非破坏性评估(NDE)技术及其优缺点。然后阐述了EIT模态的理论以及逆重构算法。接下来,介绍了自动电子断层扫描测量系统的开发,该系统可以在几分钟内完成数千次测量。开发的系统具有多个便携式测量单元,可用于具有不同几何形状的对象。最后,设计了实验并讨论了实验结果。进行了实验室实验,以探索实施EIT评估胶结结构表面和地下损伤的可行性。借助导电涂料,在圆形表面和大型聚酯透明片上进行了测试。确定了不同几何形状和大小的损坏。此外,研究了检测地下(隐形)损坏的可行性。借助数值模拟和逆向计算,可以确定损坏的位置并定性地估计损坏的大小。此外,还设计了一些实验来评估混凝土板中氯化物的分布。将EIT测试的结果与半电池电位(HCP)和四点电阻率测试的结果进行了比较。结果非常吻合,EIT重建的图像显示出更清晰的对比度。;另一应用是使用EIT检测钢纤维砂浆试样中钢纤维的分布。用两种不同的水与胶凝材料比率分别为0.5和1.25浇铸砂浆试样。纤维水平的体积百分比范围为0至2%,增量为0.5%。借助于先进的摄影技术和图像处理技术进行了比较研究。结果表明EIT方法可用于该应用中。综上所述,EIT被证明是一种用于水泥结构中损伤检测的可行NDE工具。尽管在胶凝材料的无损检测中具有EIT的潜力,但仍存在挑战。首先,胶凝材料具有很大的异质性,导电率低。尽管导电涂料提供了相对均匀的导电场,但它仅适用于结构的可触及表面。对于地下损伤检测,注入电流的穿透深度不足以进行精确的损伤检测,结果只能检测到深度小于30 mm的损伤。似乎使用更强大的电流源可以提高图像分辨率。另一个问题是逆分析的不适定特征,与当前方法相比,需要更高级的算法来提高反问题的性能和稳定性。

著录项

  • 作者

    Ruan, Tao.;

  • 作者单位

    Clemson University.;

  • 授予单位 Clemson University.;
  • 学科 Civil engineering.;Engineering.
  • 学位 Ph.D.
  • 年度 2016
  • 页码 155 p.
  • 总页数 155
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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