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Pavement Condition Monitoring of Ultra-Thin Unbonded Concrete Overlay Using Fiber Reinforced Polymer Packaged Fiber Bragg Grating Sensors

机译:纤维增强聚合物包装的光纤布拉格光栅传感器对超薄无粘结混凝土铺面的铺装状态进行监测

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摘要

Concrete overlay has been long used as a promising and cost-effective approach for pavement repair compared to an entire pavement replacement. To ensure the quality and durability of the concrete overlay, US Department of Transportation (USDOT) suggests a minimum thickness of 5~6 inches for concrete overlay. For a cost benefit, thinner concrete overlays with sufficient strength are continuously investigated and a practical application of thinner concrete overlays needs field performance evaluation, which demands reliable infrastructure sensors. Traditional electrical sensors such as strain gauges and vibration wires, showed high electromagnetic interference (EMI), relatively short life cycle, and need corrections due to temperature variations and lead wires/connections are degraded by high humidity in the pavement environment. These disadvantages limit their reliability for long-term pavement performance monitoring. Optical Fiber Bragg grating (FBG) sensors, with unique advantages of compactness, are immune to EMI and moisture, capability of quasi-distributed sensing, and long life cycle, could be a potential candidate for long-term concrete overlay performance evaluation. However, the FBG sensors surfer from their fragile nature of glass materials to survive the concrete overlay construction process. In this study, to enhance the durability of the FBG sensors, glass fiber reinforced polymer (GFRP) is used to package material. The GFRP packaged FBG (GFRP-FBG) sensors are further applied to evaluate the performance of ultra-thin concrete overlay of 3 inches in thickness using fiber reinforced concrete materials, at MnROAD facility, Minnesota DOT (MnDOT). The design of the GFRP-FBG sensors, their field layout, field test setup, and data analysis are discussed in this paper. The performance of the ultimate thin concrete overlay in the first few months of service was evaluated accordingly. Upon validation, the GFRP-FBG sensors can be further applied for condition monitoring of any types of concrete pavements to assistant pavement maintenance.
机译:与覆盖整个路面相比,混凝土覆盖层长期以来一直被用作一种有前景且具有成本效益的路面修复方法。为了确保混凝土外墙的质量和耐久性,美国运输部(USDOT)建议混凝土外墙的最小厚度为5到6英寸。为了获得成本效益,对具有足够强度的较薄混凝土外墙进行了持续研究,并且较薄混凝土外墙的实际应用需要现场性能评估,这需要可靠的基础设施传感器。传统的电传感器(例如应变仪和振动线)显示出高电磁干扰(EMI),相对较短的生命周期,并且由于温度变化而需要进行校正,并且引线/连接在路面环境中因高湿度而劣化。这些缺点限制了它们对长期路面性能监控的可靠性。具有紧凑性的独特优势的光纤布拉格光栅(FBG)传感器不受EMI和湿气的影响,准分布式感测能力强,使用寿命长,可能是长期混凝土覆盖层性能评估的潜在选择。然而,FBG传感器从玻璃材料的易碎特性中汲取了经验,可以在混凝土覆盖层施工过程中幸存下来。在这项研究中,为了增强FBG传感器的耐用性,玻璃纤维增​​强聚合物(GFRP)用于包装材料。 GFRP封装的FBG(GFRP-FBG)传感器在明尼苏达州DOT(MnDOT)的进一步使用纤维增强混凝土材料来评估3英寸厚的超薄混凝土表层的性能。本文讨论了GFRP-FBG传感器的设计,其现场布局,现场测试设置和数据分析。相应地评估了服务的最初几个月中最终薄混凝土外墙的性能。验证后,GFRP-FBG传感器可进一步用于监视任何类型混凝土路面的状态,以进行辅助路面维护。

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  • 会议地点 Orlando FL(US)
  • 作者单位

    Department of Civil Engineering, North Dakota State University, P. O. 6050, Fargo, ND 58108;

    Minnesota's Cold Weather Road Research Facility (MnROAD), Minnesota Department of Transportation, Maplewood, MN 55109;

    Minnesota's Cold Weather Road Research Facility (MnROAD), Minnesota Department of Transportation, Maplewood, MN 55109;

    Minnesota's Cold Weather Road Research Facility (MnROAD), Minnesota Department of Transportation, Maplewood, MN 55109;

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