Pitting corrosion diagnostics and prognostics for miter gates using multiscale simulation and image inspection data

Gu Qian, Zihan Wu, Zhen Hu, Michael D. Todd
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Abstract

Physics-based high-fidelity pitting corrosion simulation models have successfully predicted the evolution of corrosion pit morphology for given mechanical and environmental conditions. However, applying such models for pitting corrosion diagnostics and prognostics in large civil infrastructures such as found in the inland waterways navigation enterprise is very challenging, primarily due to the impracticality of measuring individual pits. This paper addresses this challenge by bridging the gap between physics-based pitting corrosion simulation and vision-based pitting corrosion inspection of large civil infrastructures. The framework proposed in this paper consists of four main modules: mesoscale pitting corrosion simulation using the phase-field method, macroscale structural analysis, pitting corrosion detection using machine learning, and updating physics-based simulation models based on pitting corrosion detection. It begins with developing a forward simulation framework to predict the evolution of pitting corrosion on large civil infrastructure using multiscale analysis. A convolutional neural network (CNN)-based pit detection method is created in parallel to autonomously identify and extract pitting corrosion observations from corrosion inspection images. Finally, an approximate Bayesian computation numerical framework is proposed to update three key model parameters in the forward pitting corrosion simulation model using the detection results from the trained CNN model. The updated multiscale simulation model can then be used for pitting corrosion prognostics. A practical application example is demonstrated on miter gates to show the effectiveness of the proposed framework.
利用多尺度模拟和图像检测数据对斜闸门进行点蚀诊断和预报
基于物理学的高保真点蚀模拟模型成功地预测了特定机械和环境条件下腐蚀坑形态的演变。然而,将这些模型应用于大型民用基础设施(如内河航运企业)的点蚀诊断和预报非常具有挑战性,这主要是由于测量单个腐蚀坑不切实际。本文通过弥合基于物理的点状腐蚀模拟与基于视觉的大型民用基础设施点状腐蚀检测之间的差距来应对这一挑战。本文提出的框架包括四个主要模块:使用相场法进行中尺度点蚀模拟、宏观结构分析、使用机器学习进行点蚀检测,以及根据点蚀检测更新基于物理的模拟模型。研究首先开发了一个前向模拟框架,利用多尺度分析预测大型民用基础设施点蚀的演变。与此同时,还创建了基于卷积神经网络(CNN)的点蚀检测方法,以便从腐蚀检测图像中自主识别和提取点蚀观测结果。最后,提出了一个近似贝叶斯计算数值框架,利用训练有素的 CNN 模型的检测结果更新前向点腐蚀模拟模型中的三个关键模型参数。更新后的多尺度模拟模型可用于点蚀预报。我们以一个实际应用实例演示了该框架的有效性。
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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