An ultrasonic wave‐based framework for imaging internal cracks in concrete

Sai Teja Kuchipudi, D. Ghosh
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引用次数: 2

Abstract

Nondestructive detection and sizing of internal cracks initiated in reinforced concrete have been critical problems. Geometric characterization of internal cracks and delaminations contributes to predicting their propagation path and failure pattern followed by structural prognostics. There have been limited studies on quantitative detection and characterization of vertical cracks in concrete using wave‐based NDE techniques. This study focuses on solving the problem of imaging deep internal crack planes in the concrete medium by leveraging the ultrasonic shear horizontal (SH) waves from a transducer array. Post‐processing the array full matrix capture (FMC) data with both total focusing method (TFM) and plane wave imaging (PWI) reveals their efficiency in mapping planar defects inclined between 0° and 60°. However, their performance on vertical/near‐vertical defects is found to be inferior with imaging limited to the tip of the defect planes. Further, half‐skip modes of wave dispersion have been adopted in addition to the directly scattered pulses for imaging the vertical and near‐vertical cracks. We propose an imaging framework based on the outcomes of our investigation on the best suitable methodology to detect and map planar defects like cracks inclined in the range of 0–90°. Statistical quantification of defect inclinations from the reconstructed images is compared to the ground‐truth orientations, and they are found to be 94%–99% accurate. Besides accuracy, the computational efficiency of the proposed techniques makes them desirable and reliable for quick on‐site inspections on built infrastructure.
基于超声波的混凝土内部裂缝成像框架
钢筋混凝土内部裂缝的无损检测和评定一直是钢筋混凝土内部裂缝的关键问题。内部裂纹和分层的几何特征有助于预测其扩展路径和破坏模式,然后进行结构预测。使用基于波浪的无损检测技术对混凝土中垂直裂缝的定量检测和表征进行了有限的研究。本研究的重点是利用来自换能器阵列的超声剪切水平波(SH)来解决混凝土介质中深层内部裂纹面成像问题。用全聚焦法(TFM)和平面波成像(PWI)对阵列全矩阵捕获(FMC)数据进行后处理,揭示了它们在绘制倾角在0°和60°之间的平面缺陷方面的效率。然而,由于成像仅限于缺陷平面的尖端,它们在垂直/近垂直缺陷上的性能较差。此外,除了直接散射脉冲外,还采用了半跳跃波色散模式来成像垂直和近垂直裂缝。基于我们对最适合的方法的研究结果,我们提出了一个成像框架,以检测和绘制平面缺陷,如在0-90°范围内倾斜的裂缝。将重建图像中缺陷倾斜度的统计量化与地面真实倾斜度进行比较,发现它们的准确率为94%-99%。除了精度之外,所提出的技术的计算效率使其成为对已建成基础设施进行快速现场检查的理想和可靠的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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