Structural health monitoring of railway bridges using innovative sensing technologies and machine learning algorithms: a concise review

You-Wu Wang, Y. Ni, Sumei Wang
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引用次数: 8

Abstract

Railway bridges are the vital element of the railway infrastructures, whose safety directly affects the regional economy and commuter transportation. However, railway bridges are often subjected severe loading and working conditions, caused by traffic growth and heavier vehicles, and the increase in train running speed further makes the bridges extremely susceptible to degradation and failure. One of the promising tools for evaluating the safety and reliability of the overall railway bridges is the bridge structural health monitoring (SHM), which not only monitors the structural conditions of bridges and maintains train operation safety, but also helps to expand the lifespan of bridges by enhancing the durability and reliability. While a multitude of review papers on SHM and vibration-based structural damage detection methods have been published in the past two decades, there is a paucity of literature that provided a review or overview on SHM of railway bridges. Some of the review papers have become obsolete and are not reflective of the state-of-the-art research. Therefore, the main goal of this article is to summarize the state-of-the-art SHM techniques and methods that have been widely used and popular in recent years. First, two state-of-the-art SHM sensing technologies (i.e. the fiber optic sensing (FOS) technology and computer vision-based (CV) technology) are reviewed, including the working principles of various sensors and their practical applications for railway bridge monitoring. Second, two state-of-the-art machine learning algorithms (i.e. convolutional neural networks (CNN) and transfer learning (TL)) and their applications for railway bridge structural condition assessment are exemplified. Then the principle of digital twin (DT) and its applications for railway bridge monitoring are presented. Finally, the issues related to the future directions and challenges of the monitoring technologies and condition assessment methods of railway bridges are highlighted.
使用创新传感技术和机器学习算法的铁路桥梁结构健康监测:简要回顾
铁路桥梁是铁路基础设施的重要组成部分,其安全性直接影响区域经济和通勤交通。然而,由于交通的增长和车辆的加重,铁路桥梁往往承受着严峻的载荷和工作条件,而火车运行速度的提高又使桥梁极易退化和失效。桥梁结构健康监测(SHM)是评价铁路桥梁整体安全可靠性的重要手段之一,它不仅能监测桥梁的结构状况,维护列车运行安全,而且能通过提高桥梁的耐久性和可靠性来延长桥梁的使用寿命。虽然在过去的二十年里发表了大量关于SHM和基于振动的结构损伤检测方法的综述论文,但对铁路桥梁SHM的回顾或概述的文献却很少。一些评论论文已经过时,不能反映最新的研究成果。因此,本文的主要目的是总结近年来广泛使用和流行的最先进的SHM技术和方法。首先,综述了两种最新的SHM传感技术(即光纤传感(FOS)技术和基于计算机视觉的(CV)技术),包括各种传感器的工作原理及其在铁路桥梁监测中的实际应用。其次,举例说明了卷积神经网络(CNN)和迁移学习(TL)两种最先进的机器学习算法及其在铁路桥梁结构状态评估中的应用。然后介绍了数字孪生(DT)的原理及其在铁路桥梁监测中的应用。最后,对铁路桥梁监测技术和状态评估方法的未来发展方向和面临的挑战进行了分析。
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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