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

机译:使用纤维增强聚合物包装纤维布拉格光栅传感器的超薄未粘结混凝土覆盖的路面状况监测

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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:与整个路面更换相比,混凝土覆盖率长期以来是对路面修复的有前途和成本效益的方法。为确保混凝土覆盖的质量和耐用性,美国运输部(美元)建议混凝土覆盖的最小厚度为5〜6英寸。对于成本效益,连续调查具有足够强度的更薄的混凝土叠加,并且较薄的混凝土覆盖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。传统的电动传感器,如应变仪和振动线,显示出高电磁干扰(EMI),相对短的寿命周期,并且由于温度变化而需要校正,并且引线/连接在路面环境中的高湿度降低。这些缺点限制了长期路面性能监测的可靠性。光纤布拉格光栅(FBG)传感器,具有独特的紧凑性优点,对EMI和湿度免疫,准分布式传感的能力和寿命周期长,可能是长期混凝土覆盖性能评估的潜在候选者。然而,FBG传感器从玻璃材料的脆弱性上冲浪者,以存活混凝土覆盖结构。在本研究中,为了提高FBG传感器的耐久性,玻璃纤维增​​强聚合物(GFRP)用于包装材料。 GFRP封装的FBG(GFRP-FBG)传感器进一步应用于评估使用纤维钢筋混凝土材料,Mnroad设施,Minnesota Dot(Mndot)的超薄混凝土覆盖3英寸的厚度的性能。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。相应地评估了最初几个月的终极薄混凝土覆盖层的性能。在验证时,GFRP-FBG传感器可以进一步应用于对辅助路面维护的任何类型的混凝土路面的条件监测。

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