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Non-contact NDT of concrete structures using air-coupled sensors.

机译:使用空气耦合传感器的混凝土结构的非接触式无损检测。

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摘要

Elastic wave-based non-destructive test (NDT) methods are effective for detecting flaws in concrete structures. With the recent developments in computing hardware and software, imaging techniques have become very popular in NDT applications. However the application of elastic wave-based imaging methods for concrete structures is severely limited by the physical coupling between sensors and concrete surface, which reduces testing efficiency. In this thesis, the air-coupled sensing technique is proposed as a solution to improve the efficiency of elastic wave-based test methods for concrete structures.; Theoretical analyses are first conducted to study the propagation of leaky Rayleigh waves in fluid-solid half spaces. Closed-form solutions of the Green's function are derived for pressure and displacement in both the fluid and solid. This analysis provides theoretical background necessary for practical air-coupled sensing of leaky Rayleigh waves in concrete. The theory is also extended to underwater NDT applications.; Two applications of air-coupled sensing are considered. One is air-coupled leaky surface wave sensing in concrete. A laboratory study and field tests demonstrate that air-coupled sensors are very effective for sensing leaky surface waves in concrete. The sensitivity and accuracy of air-coupled sensors are comparable to contact sensors. Air-coupled sensors are suitable replacement for contact sensors in SASW and MASW tests and moreover help improve test efficiency. In addition, the contact-less nature of air-coupled sensing enables the study of the effect of defects on wave attenuation. The experimental results show leaky Rayleigh waves are sensitive to the existence of cracks in concrete when waves propagate across cracks.; The second application is air-coupled impact-echo. Two reinforced concrete slabs containing different types of defects were inspected using an air-coupled impact test testing scheme. 2-D scanning impact-echo tests were conducted over the slab containing voids and delaminations. The 2-D scanning image clearly shows the location and depths of embedded defects. Air-coupled impact-echo is also applied to examine the grouting condition of embedded ducts. The poorly-grouted sections are identified within the metal duct.
机译:基于弹性波的无损检测(NDT)方法可有效检测混凝土结构中的缺陷。随着计算硬件和软件的最新发展,成像技术已在NDT应用中变得非常流行。然而,基于弹性波的成像方法在混凝土结构中的应用受到传感器与混凝土表面之间的物理耦合的严重限制,从而降低了测试效率。本文提出了一种基于空气耦合的传感技术,以提高基于弹性波的混凝土结构测试方法的效率。首先进行理论分析,以研究泄漏的瑞利波在流固半空间中的传播。对于流体和固体中的压力和位移,导出了格林函数的闭合形式的解。该分析为实际空气耦合感测混凝土中的泄漏瑞利波提供了必要的理论背景。该理论还扩展到水下NDT应用。考虑了空气耦合传感的两种应用。一种是混凝土中的空气耦合泄漏表面波传感。实验室研究和现场测试表明,空气耦合传感器对于检测混凝土中泄漏的表面波非常有效。空气耦合传感器的灵敏度和准确性可与接触传感器媲美。空气耦合传感器适合在SASW和MASW测试中替代接触式传感器,此外还有助于提高测试效率。此外,空气耦合感测的非接触性质使得能够研究缺陷对波衰减的影响。实验结果表明,泄漏的瑞利波在裂缝中传播时对混凝土裂缝的存在很敏感。第二个应用是空气耦合冲击回波。使用空气耦合冲击试验测试方案检查了两个包含不同类型缺陷的钢筋混凝土板。在包含空隙和分层的平板上进行了二维扫描冲击回波测试。二维扫描图像清楚地显示了嵌入缺陷的位置和深度。空气耦合冲击回波也被用于检查嵌入式管道的注浆情况。在金属管道内发现灌浆不良的部分。

著录项

  • 作者

    Zhu, Jinying.;

  • 作者单位

    University of Illinois at Urbana-Champaign.;

  • 授予单位 University of Illinois at Urbana-Champaign.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2006
  • 页码 107 p.
  • 总页数 107
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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