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Qualification of a distributed optical fiber sensor bonded to the surface of a concrete structure: a methodology to obtain quantitative strain measurements

机译:粘接到混凝土结构表面的分布式光纤传感器的鉴定:获得定量应变测量值的方法

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Distributed optical fiber systems (DOFSs) are an emerging and innovative technology that allows long-range and continuous strain/temperature monitoring with a high resolution. Sensing cables are either surface-mounted or embedded into civil engineering structures to ensure long-term structural monitoring and early crack detection. However, strain profiles measured in the optical fiber (OF) may differ from the actual strain in the structure due to the shear transfer through the intermediate material layers between the OF and the host material (i.e., in the protective coating of the sensing cable and in the adhesive). Therefore, OF sensors need to be qualified to provide accurate quantitative strain measurements. This study presents a methodology for the qualification of a DOFS. This qualification is achieved through the calculation of the so-called mechanical transfer function (MTF), which relates the strain profile in the OF to the actual strain profile in the structure. It is proposed to establish a numerical modeling of the system, in which the mechanical parameters are calibrated from experiments. A specific surface-mounted sensing cable connected to an optical frequency domain reflectometry interrogator is considered as a case study. It was found that (i) tensile and pull-out tests can provide detailed information about materials and interfaces of the numerical model; (ii) the calibrated model made it possible to compute strain profiles along the OF and therefore to calculate the MTF of the system; (iii) the results proved to be consistent with experimental data collected on a cracked concrete beam during a four-point bending test. This paper is organized as follows: first, the technical background related to DOFSs and interrogators is briefly recalled, the MTF is defined and the above-mentioned methodology is presented. In the second part, the methodology is applied to a specific cable. Finally, a comparison with experimental evidence validates the proposed approach.
机译:分布式光纤系统(DOFS)是一项新兴的创新技术,可实现高分辨率的长期和连续应变/温度监控。传感电缆要么是表面安装的,要么是嵌入土木工程结构中的,以确保长期的结构监控和早期裂缝检测。但是,由于穿过OF和主体材料之间的中间材料层(即,在传感电缆和保护层的保护层中)的剪切传递,在光纤(OF)中测量的应变曲线可能与结构中的实际应变不同。在胶粘剂中)。因此,OF传感器需要具备提供准确的定量应变测量的资格。这项研究提出了一种DOFS鉴定的方法。通过计算所谓的机械传递函数(MTF)可以达到这一要求,该函数将OF中的应变曲线与结构中的实际应变曲线相关联。提出建立系统的数值模型,其中从实验中校准机械参数。作为案例研究,考虑了连接到光频域反射计询问器的特殊表面安装感应电缆。发现:(i)拉伸和拉拔测试可以提供有关数值模型的材料和界面的详细信息; (ii)校准的模型可以计算沿OF的应变曲线,从而计算系统的MTF; (iii)结果证明与在四点弯曲试验期间在破裂的混凝土梁上收集的实验数据一致。本文的组织结构如下:首先,简要回顾与DOFS和询问器相关的技术背景,定义MTF,并介绍上述方法。在第二部分中,该方法适用于特定的电缆。最后,与实验证据的比较验证了所提出的方法。

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