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Non-contact NDT of Concrete Structures Using Air Coupled Sensors

机译:采用空气耦合传感器的混凝土结构非接触式无损检测

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摘要

Elastic wave-based non-destructive test (NDT) methods are effective for detecting flawsin concrete structures. With the recent developments in computing hardware and software,imaging techniques have become very popular in NDT applications. However theapplication of elastic wave-based imaging methods for concrete structures is severely limitedby the physical coupling between sensors and concrete surface, which reduces testingefficiency. In this report, the air-coupled sensing technique is proposed as a solution toimprove the efficiency of elastic wave-based test methods for concrete structures.Theoretical analyses are first conducted to study the propagation of leaky Rayleighwaves in fluid-solid half spaces. Closed-form solutions of the Green???s function are derivedfor pressure and displacement in both the fluid and solid. This analysis provides theoreticalbackground necessary for practical air-coupled sensing of leaky Rayleigh wavesin concrete. The theory is also extended to underwater NDT applications.Two applications of air-coupled sensing are considered. One is air-coupled leakysurface wave sensing in concrete. A laboratory study and field tests demonstrate thatair-coupled sensors are very effective for sensing leaky surface waves in concrete. Thesensitivity and accuracy of air-coupled sensors are comparable to contact sensors. Aircoupledsensors are suitable replacement for contact sensors in SASW and MASW testsand moreover help improve test efficiency. In addition, the contact-less nature of aircoupledsensing enables the study of the effect of defects on wave attenuation. The experimentalresults show leaky Rayleigh waves are sensitive to the existence of cracks inconcrete when waves propagate across cracks; the crack positions are clearly located in a2-D scanning test image.The second application is air-coupled impact-echo. Two reinforced concrete slabscontaining different types of defects were inspected using an air-coupled impact test testingscheme. 2-D scanning impact-echo tests were conducted over the slab containingvoids and delaminations. The 2-D scanning image clearly shows the location of embeddeddefects, and their depths are also determined. Air-coupled impact-echo is also appliedto examine the grouting condition of embedded ducts. The poorly-grouted and ungroutedsections 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。本文以空气耦合传感技术作为提高混凝土结构基于弹性波试验方法效率的解决方案。本文首先进行了理论分析,研究了漏泄瑞利波在流固半空间中的传播。格林函数的封闭形式解可以导出流体和固体中的压力和位移。该分析为实际空气耦合感测混凝土中的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个应用。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,而且有助于提高测试效率。此外,空气耦合传感的非接触特性使人们能够研究缺陷对波衰减的影响。实验结果表明,漏泄的瑞利波对裂缝中不存在的裂缝的存在敏感。裂纹位置清楚地位于二维扫描测试图像中。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,并确定了它们的深度。空气耦合冲击回波也被用于检查埋入式管道的注浆情况。在金属管道内发现了灌浆不良和未灌浆的部分。

著录项

  • 作者

    Zhu Jinying;

  • 作者单位
  • 年度 2008
  • 总页数
  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
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