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An Innovative Sensing Approach Using Carbon Nanotube-Based Composites for Structural Health Monitoring of Concrete Structures

机译:一种基于碳纳米管的复合材料用于混凝土结构健康监测的创新传感方法

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摘要

Over the time, the integrity and reliability of civil infrastructures are threatened by overloading, fatigue, impact damage, and structural deterioration. Structural health monitoring (SHM) is therefore becoming a viable tool to collect real-time quantitative data from in-service structures concerning structural condition and performance. Being capable of continuously monitoring critical components, SHM systems can instantaneously identify damage, guide necessary repairs, and may ultimately help prevent catastrophic failure. As the core of SHM, the capability, accuracy and reliability of the applied sensing system govern the overall success of the implementation of SHM. To date, conventional sensors such as strain gages, accelerometers, and displacement gages have been widely employed in SHM systems for attaining global or/and local responses of a structure. However, these point-type sensors still suffer from limitations and challenges, which indeed have inspired the development of next-generation sensing methodologies for SHM. Recent advances in nanotechnology offer a variety of self-sensing nanocomposites with integrated nanoscale, noninvasive, electrically percolating networks providing exceptional sensitivity to sense changes in strain as well as the formation and propagation of micro- and macro-damage. By appropriately integrating nanocomposites with distributed sensing schemes, an extensive nerve-like sensing system with enhanced detection capabilities and spatial sensitivity of strain and growing damage can be established for SHM of civil infrastructures.;The research work presented in this dissertation advances the state of the art by introducing an innovative carbon nanotube (CNT)-based nonwoven composite sensor that can be tailored for strain and damage sensing properties and potentially offers a reliable and cost-effective sensing option for SHM. First, a readily scalable two-step process for manufacturing nanocomposites was developed. Specifically, a thin, lightweight and inexpensive nonwoven fabric was selected as the CNT carrier and nanotubes were deposited following a dip-coating procedure. Second, the microstructure, mechanical, and electrical properties of the proposed CNT-based composite sensor were investigated. Its electrical double percolation was observed for the first time and its self-sensing capability, and strain sensitivity was validated and characterized using coupon-level experiments. The sensors were found to be repeatable and respond linearly up to 0.4% strain with achievable elastic strain gage factors of 1.9 and 4.0 in the longitudinal and transverse direction, respectively. Third, the established composite sensors were further integrated with a difference imaging-based electrical impedance tomography (EIT) sensing scheme to offer a true two-dimensional damage sensing methodology, from which damage location, size, and severity can be estimated. This represents a significant extension to the commonly applied direct current (DC)-based point sensing scheme. Next, a systematic characterization of the thermoresistive behavior in these CNT-based nanocomposites and multiscale composites was performed under thermal cycling between 25 to 145 °C. A dynamic dominance for a double-crossover-shaped temperature dependence of their resistances was observed and methodically investigated. Finally, a hybrid composite system was applied on two large-scale reinforced concrete laboratory beams (12 in x 24 in x 16 ft), in which the CNT-modified nonwoven sensing sheet for SHM is integrated with a glass fiber reinforcement to create a combined strengthening and sensing solution. The 14-ft-long nanocomposite sensor was interrogated using a multiplexing approach with multiple electrodes to spatially estimate the damage locations. To date, this is the largest CNT-based composite sensor ever tested.;The findings from this dissertation research have made important scholarly contributions to the fundamental understanding of the sensing networks of the innovative CNT-based nonwoven composites. Important broader impacts have also been made by promoting applications of using CNT-based sensing composites as strain/damage sensors for SHM. The presented methodology has remarkable potential to revolutionize the fields of SHM and structural engineering.
机译:随着时间的流逝,过载,疲劳,冲击破坏和结构恶化会威胁到民用基础设施的完整性和可靠性。因此,结构健康监测(SHM)成为一种可行的工具,可以从在役结构中收集有关结构状况和性能的实时定量数据。由于能够连续监视关键组件,SHM系统可以立即识别损坏,指导必要的维修,并最终可以帮助防止灾难性故障。作为SHM的核心,所应用传感系统的能力,准确性和可靠性决定了SHM实施的总体成功。迄今为止,诸如SHM,加速度计和位移计之类的常规传感器已被广泛用于SHM系统中,以获得结构的整体或局部响应。但是,这些点型传感器仍然受到局限和挑战的困扰,这确实激发了SHM下一代传感方法的发展。纳米技术的最新进展提供了各种具有集成纳米级,无创,电渗滤网络的自感应纳米复合材料,这些复合材料对应变变化以及微损伤和宏观损伤的形成和传播具有非凡的敏感性。通过适当地将纳米复合材料与分布式传感方案集成在一起,可以为民用基础设施的SHM建立具有增强的检测能力,应变的空间敏感性和日益严重的损伤的广泛的神经样传感系统。通过引入一种创新的基于碳纳米管(CNT)的非织造复合传感器,该传感器可以针对应变和损坏的传感特性进行定制,并有可能为SHM提供可靠且经济高效的传感选项。首先,开发了一种易于扩展的两步工艺来制造纳米复合材料。具体而言,选择薄,轻便且便宜的无纺布作为CNT载体,并在浸涂程序后沉积纳米管。其次,研究了所提出的基于CNT的复合传感器的微观结构,机械性能和电性能。首次观察到它的电双渗透和其自感应能力,并使用样片级实验对应变敏感性进行了验证和表征。发现这些传感器是可重复的,并且线性地响应高达0.4%的应变,可在纵向和横向分别实现1.9和4.0的弹性应变系数。第三,已建立的复合传感器进一步与基于差值成像的电阻抗层析成像(EIT)传感方案集成在一起,以提供真正的二维损伤传感方法,据此可以估算出损伤的位置,大小和严重程度。这代表了对通常应用的基于直流(DC)的点感测方案的重大扩展。接下来,在25至145°C之间的热循环下,对这些CNT基纳米复合材料和多尺度复合材料的热阻行为进行了系统表征。观察并有条不紊地研究了双交叉型电阻的温度依赖性的动态优势。最后,将混合复合系统应用于两个大型钢筋混凝土实验室梁(12英寸x 24英寸x 16英尺),其中用于SHM的CNT改性无纺布传感片与玻璃纤维增​​强材料整合在一起,形成了一种组合加强和感应解决方案。使用具有多个电极的多路复用方法对14英尺长的纳米复合传感器进行了询问,以在空间上估计损坏的位置。迄今为止,这是迄今为止测试过的最大的基于CNT的复合材料传感器。本论文的研究结果为对基于CNT的非织造复合材料的传感网络的基本理解做出了重要的学术贡献。通过促进将基于CNT的传感复合材料用作SHM的应变/损坏传感器的应用,也产生了更广泛的重要影响。所提出的方法论具有巨大的潜力,可以改变SHM和结构工程领域。

著录项

  • 作者

    Dai, Hongbo.;

  • 作者单位

    University of Delaware.;

  • 授予单位 University of Delaware.;
  • 学科 Civil engineering.;Mechanical engineering.;Materials science.
  • 学位 Ph.D.
  • 年度 2017
  • 页码 468 p.
  • 总页数 468
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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