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Innovative technology for continuous fatigue crack condition monitoring of bridges: long-term electrochemical fatigue sensor (LTEFS)

机译:桥梁连续疲劳裂纹状况监测的创新技术:长期电化学疲劳传感器(LTEFS)

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摘要

A 2001 study by the US Federal Highway Administration (FHWA) determined that over 90% of fatigue cracks on bridges are missed using conventional methods. Moreover, of those indications that are identified by inspectors as fatigue cracks, 80% are false positives. Fatigue cracks are commonly found at the fatigue-susceptible locations on bridges, such as wrap-around welds, coping angles with sharp radii and welded connections that are subjected to out-of- plane bending. Understanding the growth of these fatigue cracks is critical to the safety and reliability of transport infrastructure. However, modelling fatigue in bridges is difficult due to the nature of the loading and variations in the connection integrity. When fatigue cracks reach critical lengths, failures occur, causing partial or full closures, emergency repairs and even full structural failure, particularly in fracture-critical bridges. These types of failure occur every 10 days in the USA, according to the Texas Transportation Institute. Given the notoriously ageing USA highway bridge system and the insufficiency of relying on modelling, the need for reliable, cost-effective sensors and monitoring technologies to alert bridge owners when fatigue cracks are growing is higher than ever. The electrochemical fatigue sensor (EFS™) method, developed in the early 1990s, has proven itself to be valuable and quite practical for the timely detection of growing fatigue cracks and in the verification of retrofits through dynamic testing and inspection. Further development of EFS-based systems over the last two decades has resulted in a robust non-destructive testing method, which has recently been adapted to accommodate long-term condition monitoring and structural health monitoring. This paper will detail the science behind the EFS method, case studies utilising the inspection and dynamic testing system and the field testing recently completed utilising the long-term electrochemical fatigue sensor (LTEFS)-based system.
机译:美国联邦公路管理局(FHWA)在2001年进行的一项研究确定,使用传统方法可以忽略90%以上的桥梁疲劳裂纹。此外,在检查员认为是疲劳裂纹的那些迹象中,有80%是假阳性。疲劳裂纹通常出现在桥梁的易受疲劳部位,例如环绕焊缝,具有尖锐半径的顶角和承受平面外弯曲的焊接连接。了解这些疲劳裂纹的增长对运输基础设施的安全性和可靠性至关重要。但是,由于载荷的性质和连接完整性的变化,很难对桥中的疲劳进行建模。当疲劳裂纹达到临界长度时,会发生故障,从而导致部分或全部封闭,紧急维修甚至是整个结构故障,特别是在断裂关键型桥梁中。据德州运输研究所称,这些类型的故障在美国每10天发生一次。鉴于众所周知的美国公路桥梁系统日趋老化,以及依赖建模的不足,当疲劳裂纹不断增长时,对可靠,具有成本效益的传感器和监测技术发出警报的桥梁需求比以往任何时候都高。于1990年代初开发的电化学疲劳传感器(EFS™)方法已被证明对于及时发现不断增长的疲劳裂纹以及通过动态测试和检查进行翻新验证非常有价值且实用。在过去的二十年中,基于EFS的系统的进一步发展导致了一种健壮的非破坏性测试方法,该方法最近已被调整以适应长期状态监测和结构健康监测。本文将详细介绍EFS方法背后的科学,使用检查和动态测试系统的案例研究以及最近使用基于长期电化学疲劳传感器(LTEFS)的系统完成的现场测试。

著录项

  • 来源
    《Insight》 |2016年第7期|351-359|共9页
  • 作者单位

    Miceli Infrastructure Consulting LLC, 3415 South Sepulveda Blvd. Suite 1100, Los Angeles, CA 90034, USA;

    Embry-RiddleAeronautical University, 3700 Willow Creek Road, Prescott, AZ 86301,USA;

    Metal Fatigue Solutions,R&D, 795 E Factory Dr, Unit C, St George, UT 84790, USA;

    Metal Fatigue Solutions,R&D, 795 E Factory Dr, Unit C, St George, UT 84790, USA;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《化学文摘》(CA);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 13:32:48

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