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Design, development, and modeling of a compact, field-grade civil infrastructure crack detector device.

机译:紧凑型现场级民用基础设施裂缝检测器设备的设计,开发和建模。

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摘要

Currently the nation's aging bridge infrastructure is approaching and in some cases exceeding its initial design life averaging more than forty years. Under these conditions steel bridges are susceptible to fatigue cracks at stress ranges below their material yield strength. In order to evaluate the remaining service life of these structures under their current operating conditions, it is important to accurately locate and identify active cracks within the material. Early detection of cracks and defects within a structure can provide inspectors and bridge maintenance personnel with viable information that can be used in the design and selection of an appropriate retrofit or repair technique that can be used to extend the service life of the bridge structure. Bridge inspections are typically conducted every two years primarily using visual inspection techniques. The active crack sensing tool designed and analyzed in this study is based on the robust and high sensing capabilities of piezoceramic materials. This dissertation presents the analytical, computational, and experimental results of a novel approach to identifying and characterizing cracks in steel bridge structural components using a piezoceramic sensor. Using the newly designed Piezoelectric Active Crack Tip Sensor (PACTS) tool, it was possible to detect an active crack with an opening displacement of 0.056 mm [0.0022 in] could be sensed under dynamic loading conditions. By using a crack opening linear trend (COLT) analysis, the crack tip position could be located within 3 mm [1/8 in] without the use of correction or modification factors. The results of the research provide a foundation in establishing an inspection tool capable of identifying damage detection within an in-service structure. The identification of an active crack and the ability to locate the crack tip of a material provides bridge inspectors and maintenance personnel with valuable information related to the current bridge condition that could be used for maintenance, repair, or replacement of bridges structures in an effort to ensure the safe passage of people and goods across the nation.
机译:目前,美国老化的桥梁基础设施正在逼近,在某些情况下,其平均设计寿命已超过40年。在这些条件下,钢桥在低于其材料屈服强度的应力范围内容易出现疲劳裂纹。为了评估这些结构在其当前操作条件下的剩余使用寿命,准确定位和识别材料中的活动裂纹非常重要。及早发现结构中的裂缝和缺陷可为检查人员和桥梁维护人员提供可行的信息,这些信息可用于设计和选择适当的翻新或维修技术,以延长桥梁结构的使用寿命。桥梁检查通常每两年进行一次,主要使用视觉检查技术。本研究中设计和分析的主动裂纹检测工具基于压电陶瓷材料的坚固和高检测能力。本文提出了一种利用压电陶瓷传感器识别和表征钢桥结构构件裂缝的新方法的分析,计算和实验结果。使用新设计的压电有源裂纹尖端传感器(PACTS)工具,可以检测在动态载荷条件下可检测到的开口位移为0.056 mm [0.0022 in]的有源裂纹。通过使用裂纹开口线性趋势(COLT)分析,裂纹尖端位置可以定位在3 mm [1/8 in]之内,而无需使用校正或修正因子。研究结果为建立能够识别在役结构内损坏检测的检查工具提供了基础。主动裂缝的识别和定位材料裂缝尖端的能力为桥梁检查人员和维护人员提供了与当前桥梁状况有关的宝贵信息,可用于维护,修理或更换桥梁结构,以期确保人员和物品在全国的安全通过。

著录项

  • 作者

    Elmore, Alisha M.;

  • 作者单位

    University of Kansas.;

  • 授予单位 University of Kansas.;
  • 学科 Civil engineering.
  • 学位 Ph.D.
  • 年度 2014
  • 页码 145 p.
  • 总页数 145
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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