Department of Computer Science and Information Engineering, Hungkuang University, Taichung, Taiwan, ROC.
IEEE Trans Ultrason Ferroelectr Freq Control. 2010 Nov;57(11):2512-21. doi: 10.1109/TUFFC.2010.1717.
A useful nondestructive testing tool for civil engineering should immediately reveal defects inside concrete structures at the construction sites. To date, there are few effective methods to image defects inside concrete structures. In this paper, a new nondestructive testing method using elastic waves for imaging possible defects inside concrete is developed. This method integrates the point-source/point receiver scheme with the synthetic aperture focusing technique (SAFT) to increase functioning depth and enhance received signals. To improve image quality, received signals are processed by Hilbert-Huang transform (HHT) to get time-frequency curves for the SAFT process. Compared with conventional SAFT method processing with time-amplitude signals, this new method is capable of providing a better image of defects not only in the numerical simulation but also in the experimental result. The image can reveal the number of defects and their locations and front-end profiles. The results shown in this paper indicate that this new elastic-wave-based method exhibits high capability in imaging the defects of in situ concrete structures.
对于土木工程而言,一种有用的无损检测工具应该能够在施工现场立即发现混凝土结构内部的缺陷。迄今为止,很少有有效的方法可以对混凝土结构内部的缺陷进行成像。本文提出了一种利用弹性波对混凝土内部可能存在的缺陷进行成像的新型无损检测方法。该方法将点源/点接收器方案与合成孔径聚焦技术(SAFT)相结合,以增加工作深度并增强接收信号。为了提高图像质量,接收信号通过希尔伯特-黄变换(HHT)进行处理,以获得 SAFT 过程的时频曲线。与使用时间-幅度信号的传统 SAFT 方法处理相比,该新方法不仅在数值模拟中,而且在实验结果中都能够提供更好的缺陷图像。图像可以揭示缺陷的数量及其位置和前端轮廓。本文的结果表明,这种基于弹性波的新方法在对现场混凝土结构的缺陷进行成像方面具有很高的能力。