Pitting Detection and Characterization From Ultrasound Timelapse Images Using Convolutional Neural Networks

Magnus Wangensteen;Tonni Franke Johansen;Ali Fatemi;Erlend Magnus Viggen;Lars Eidissen Haugan
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Abstract

Pitting corrosion, a localized form of corrosion leading to cavities and structural failure in metallic materials, requires early detection for effective mitigation. While ultrasonic inspection techniques can readily detect uniform wall thinning, they often struggle to identify pitting corrosion. This study proposes a time-lapse ultrasound inspection method to detect early-stage pitting using pulse-echo sensors. By recording multiple ultrasonic traces over time, 2-D timelapse images of ultrasonic reflectivity can be generated and fed into a trained neural network for pitting diagnostics. In general, training a machine-learning model requires a large training dataset. This work used data from a drilling experiment to generate a suitable dataset. Dataset construction by random time-ordered combinations of ultrasonic measurements was conducted to create a diverse set of time-lapse image samples to generalize the resulting machine-learning model adequately. A classification neural network was trained to detect the presence of drilled holes, and a separate regression network was trained to estimate the hole depth. Based on drilling data from an independently acquired test dataset, results demonstrate a mean absolute error of 0.163 mm for hole depth estimations. All holes are successfully detected when 0.1 mm deeper than the defined pitting threshold of 0.5 mm. This suggests that the proposed method generalizes well and can be deployed to any similar acquisition system.
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利用卷积神经网络从超声延时图像中检测点蚀并确定其特征
点状腐蚀是一种局部腐蚀形式,会导致金属材料出现空洞和结构失效,需要及早检测才能有效缓解。虽然超声波检测技术可以很容易地检测出均匀的壁薄现象,但在识别点状腐蚀方面却往往力不从心。本研究提出了一种利用脉冲回波传感器检测早期点蚀的延时超声波检测方法。通过记录多个超声波随时间变化的轨迹,可生成超声波反射率的二维延时图像,并将其输入训练有素的神经网络,用于点蚀诊断。一般来说,训练机器学习模型需要大量的训练数据集。这项工作使用钻井实验数据生成合适的数据集。通过对超声波测量进行随机时间排序组合来构建数据集,从而创建了一组多样化的延时图像样本,以充分泛化所生成的机器学习模型。训练了一个分类神经网络来检测钻孔的存在,并训练了一个单独的回归网络来估计钻孔深度。根据独立获取的测试数据集中的钻孔数据,结果表明孔深度估计的平均绝对误差为 0.163 毫米。当钻孔深度比定义的点蚀阈值 0.5 毫米深 0.1 毫米时,所有钻孔都能被成功检测出来。这表明,所提出的方法具有良好的通用性,可用于任何类似的采集系统。
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