Wave-based fault detection in concrete by the Full Waveform Inversion considering noise

Ina Reichert , Tom Lahmer
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Abstract

In the field of non-destructive testing of concrete, the use of ultrasonic waves became state of the art, among other techniques. Nevertheless, there is still room for improvement, in particular concerning the resolution and robustness of the monitoring results.
One approach is the application of the Full Waveform Inversion (FWI) originating from geotechnical engineering, known here as seismic tomography. The forward and backpropagation of waves within a numerical model are deployed to identify material parameters, like the primary and secondary wave velocity as well as density. This approach forms a non-linear, and ill-posed mathematical problem. Its solution is computationally demanding and time-consuming.
Within the presented approach, the Full Waveform Inversion is used on a numerically simulated artificial concrete specimen of relatively large dimensions. Here, the synthetic ultrasound data is compromised by the consideration of different levels of Gaussian white noise. Additionally, several sizes and positions of faults are computed to simulate a variety of possible defects within the concrete material as in reality. Subsequently, the identifiability of the fault together with its recognition quality are investigated. Additionally, recommendations on sensor positioning and layout are given.
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通过考虑噪声的全波形反演进行混凝土故障检测
在混凝土无损检测领域,除其他技术外,超声波的使用已成为最先进的技术。其中一种方法是应用源自岩土工程的全波形反演 (FWI),在这里被称为地震层析成像。在数值模型中采用波的正向和反向传播来确定材料参数,如一次波和二次波速度以及密度。这种方法形成了一个非线性的、难以解决的数学问题。在所介绍的方法中,全波形反演用于数值模拟尺寸相对较大的人造混凝土试样。在这里,合成超声波数据因考虑到不同程度的高斯白噪声而受到影响。此外,还计算了多种尺寸和位置的缺陷,以模拟现实中混凝土材料中可能存在的各种缺陷。随后,对故障的可识别性及其识别质量进行研究。此外,还对传感器的定位和布局提出了建议。
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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