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New acoustic emission applications in civil engineering.

机译:土木工程中的新声发射应用。

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摘要

Non-destructive testing methods and applications have become of increasing interest due to the worldwide aging and deteriorating infrastructure network. In the field of Civil Engineering, bridges and bridge components as well as non-structural elements such as roadway pavements for example, are affected. In particular, the Acoustic Emission (AE) technique offers the unique opportunity to monitor infrastructure components in real-time and detect sudden changes in the integrity of the monitored element. The principle is that dynamic input sources cause a stress wave to form, travel through the body, and create a transient surface displacement that can be recorded by piezo-electric sensors located on the surface. Commonly, analysis methods of purely qualitative nature are used to estimate the current condition or make predictions on the future state of a monitored component. Using quantitative analysis methods, source locations and characteristics can be deduced, similarly to the case for earthquake sources. If properly configured, crack formation and propagation can hence be quantified with this technique. The research work presented in this dissertation, however, goes past commonly found AE applications. Three novel applications have been developed: (1) a new prospective detection tool was discovered in the field of Transportation Engineering where AE sensors were employed to identify vehicles equipped with studded tires passing over bridges. Such vehicles cause costly damage each year to the roadway infrastructure network and this tool would enable gathering statistical data or enforcing legal dates for the use of studded tires. Load conditions of two full-scale laboratory bridge girders were estimated analyzing AE data collected from applied service-level loads using an earthquake prediction method called b -value analysis (2). It was found that this analysis method may assist in estimating the operating load conditions of in-service bridges. Finally (3), a novel framework for the development of a probabilistic stress wave source location algorithm based on Bayesian analysis methods is proposed. Markov Chain Monte Carlo simulation was employed to estimate model parameters and predict source locations in full probabilistic form. Because variability in the materials and errors in the model can be included, a more accurate solution is available.
机译:由于全球老化和基础设施网络日益恶化,无损检测方法和应用已引起越来越多的关注。在土木工程领域,桥梁和桥梁组件以及非结构性元素(例如道路路面)受到影响。特别是,声发射(AE)技术提供了独特的机会来实时监视基础结构组件并检测被监视元素完整性的突然变化。原理是动态输入源会形成应力波,穿过身体传播,并产生瞬态表面位移,该位移可由位于表面的压电传感器记录。通常,纯定性性质的分析方法用于估计当前状况或对受监视组件的未来状态进行预测。使用定量分析方法,可以推导出震源位置和特征,类似于地震震源的情况。如果配置正确,则裂纹形成和扩展可以由此技术进行量化。然而,本文提出的研究工作超越了常见的AE应用。已开发出三个新颖的应用程序:(1)在运输工程领域发现了一种新的前瞻性检测工具,其中使用AE传感器来识别配备了穿过桥的带钉轮胎的车辆。此类车辆每年对道路基础设施网络造成代价高昂的破坏,而该工具将使收集统计数据或强制执行使用带钉轮胎的法定日期成为可能。通过使用称为b值分析的地震预测方法(2)分析从应用的服务水平载荷收集的AE数据,估算了两个全尺寸实验室桥梁的载荷条件。已经发现,这种分析方法可以帮助估计在役桥梁的工作负载状况。最后(3),提出了一种基于贝叶斯分析方法的概率应力波源定位算法开发框架。马尔可夫链蒙特卡罗模拟用于估计模型参数并以完全概率形式预测源位置。由于可以包括材料的可变性和模型中的误差,因此可以使用更准确的解决方案。

著录项

  • 作者

    Schumacher, Thomas.;

  • 作者单位

    Oregon State University.;

  • 授予单位 Oregon State University.;
  • 学科 Engineering Civil.;Engineering Mechanical.
  • 学位 Ph.D.
  • 年度 2010
  • 页码 104 p.
  • 总页数 104
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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