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Fiber Bragg grating sensors for use in pavement structural strain-temperature monitoring

机译:光纤布拉格光栅传感器用于路面结构应变温度监测

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In this paper, we describe the development and realization of a newly high-resolution temperature and strain sensor with fiber Bragg grating (FBG) technology. The FBG sensor consists of a reference fiber grating and a grating pair scheme that could offer the potential of simultaneous measurement of strain and temperature for monitoring pavement structures. Experimental results showed that measurement errors of 6 με and 0.13°C for strain and temperature could be achieved, respectively. The reliability and long-term stability for temperature measurement with this type of sensor were examined by mounting sensors on the surface of asphalt and concrete specimens. Small root mean square temperature variations (better than 1°C) and excellent long-term stability (within 2%) were obtained. The maximum variations in temperature for 48 hours were only 1.94% and 2.32% for asphalt and concrete specimens, respectively. The feasibility of strain measurement for pavement structures was conducted by mounting the packaged sensor on the surface of an asphalt specimen under the indirect tensile loading condition. The measured strains from the packaged FBG sensor agreed linearly with applied loads. A finite-element model (FEM) was conducted to verify the strains obtained from the sensors. In comparison with experimental data and numerical results, the numerical values were all located within FBG measurement error ranges. The strain differences between measurements from the FBG sensor and FEM predictions were between 5% and 7%. This type of simple and low-cost FBG sensor is expected to benefit the developments and applications of pavement structures or transportation infrastructure.
机译:在本文中,我们描述了具有光纤布拉格光栅(FBG)技术的新型高分辨率温度和应变传感器的开发和实现。 FBG传感器包括参考光纤光栅和光栅对方案,其可以提供同时测量应变和温度的电位,以监测路面结构。实验结果表明,分别可以实现6μL和0.13℃的测量误差和温度。通过在沥青和混凝土样本表面上安装传感器,检查通过这种类型传感器的温度测量的可靠性和长期稳定性。获得小的均方温度变化(优于1°C)和优异的长期稳定性(在2%内)。对于沥青和混凝土标本,48小时的温度最大变化仅为1.94%和2.32%。通过在间接拉伸负载条件下将封装的传感器安装在沥青样品表面上的封装传感器上进行路面结构的应变测量的可行性。来自封装的FBG传感器的测量菌株与施加的载荷进行了线性地商定。进行了有限元模型(FEM)以验证从传感器获得的菌株。与实验数据和数值结果相比,数值均位于FBG测量误差范围内。来自FBG传感器和有限元预测的测量之间的应变差异在5%和7%之间。这种类型的简单和低成本的FBG传感器有望使人行道结构或运输基础设施的发展和应用受益。

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