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基于分布式长标距光纤传感器的混凝土结构自传感FRP筋

Distributed Long-Gauge Optical Fiber Sensors Based Self-Sensing FRP Bar for Concrete Structure.

作者信息

Tang Yongsheng, Wu Zhishen

机构信息

School of Urban Rail Transportation, Soochow University, Suzhou 215137, China.

International Institute for Urban System Engineering, Southeast University, Nanjing 210096, China.

出版信息

Sensors (Basel). 2016 Feb 25;16(3):286. doi: 10.3390/s16030286.

DOI:10.3390/s16030286
PMID:26927110
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC4813861/
Abstract

Brillouin scattering-based distributed optical fiber (OF) sensing technique presents advantages for concrete structure monitoring. However, the existence of spatial resolution greatly decreases strain measurement accuracy especially around cracks. Meanwhile, the brittle feature of OF also hinders its further application. In this paper, the distributed OF sensor was firstly proposed as long-gauge sensor to improve strain measurement accuracy. Then, a new type of self-sensing fiber reinforced polymer (FRP) bar was developed by embedding the packaged long-gauge OF sensors into FRP bar, followed by experimental studies on strain sensing, temperature sensing and basic mechanical properties. The results confirmed the superior strain sensing properties, namely satisfied accuracy, repeatability and linearity, as well as excellent mechanical performance. At the same time, the temperature sensing property was not influenced by the long-gauge package, making temperature compensation easy. Furthermore, the bonding performance between self-sensing FRP bar and concrete was investigated to study its influence on the sensing. Lastly, the sensing performance was further verified with static experiments of concrete beam reinforced with the proposed self-sensing FRP bar. Therefore, the self-sensing FRP bar has potential applications for long-term structural health monitoring (SHM) as embedded sensors as well as reinforcing materials for concrete structures.

摘要

基于布里渊散射的分布式光纤(OF)传感技术在混凝土结构监测方面具有优势。然而,空间分辨率的存在极大地降低了应变测量精度,尤其是在裂缝附近。同时,光纤的脆性特征也阻碍了其进一步应用。本文首先提出将分布式光纤传感器用作长标距传感器以提高应变测量精度。然后,通过将封装好的长标距光纤传感器嵌入到纤维增强聚合物(FRP)筋中,开发出一种新型的自传感FRP筋,并对其应变传感、温度传感和基本力学性能进行了试验研究。结果证实了其优异的应变传感性能,即具有令人满意的精度、重复性和线性度,以及出色的力学性能。同时,长标距封装不影响温度传感性能,便于进行温度补偿。此外,研究了自传感FRP筋与混凝土之间的粘结性能,以探讨其对传感的影响。最后,通过采用所提出的自传感FRP筋加固混凝土梁的静态试验,进一步验证了传感性能。因此,自传感FRP筋作为嵌入式传感器以及混凝土结构的增强材料,在长期结构健康监测(SHM)方面具有潜在的应用价值。

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本文引用的文献

1
Electromagnetic Modelling of Fiber Sensors for Low-Cost and High Sensitivity Temperature Monitoring.用于低成本、高灵敏度温度监测的光纤传感器的电磁建模
Sensors (Basel). 2015 Nov 30;15(12):29855-70. doi: 10.3390/s151229770.
2
Fiber Bragg grating sensors toward structural health monitoring in composite materials: challenges and solutions.用于复合材料结构健康监测的光纤布拉格光栅传感器:挑战与解决方案。
Sensors (Basel). 2014 Apr 23;14(4):7394-419. doi: 10.3390/s140407394.
3
Differential pulse-width pair BOTDA for high spatial resolution sensing.
基于光纤布拉格光栅的玄武岩纤维增强塑料-钢复合材料智能双层圆管约束混凝土柱
Sensors (Basel). 2019 Aug 16;19(16):3572. doi: 10.3390/s19163572.
4
Advances of Area-Wise Distributed Monitoring Using Long Gauge Sensing Techniques.基于长应变计传感技术的面域分布式监测进展。
Sensors (Basel). 2019 Feb 28;19(5):1038. doi: 10.3390/s19051038.
5
Performance Improvement of a Fiber-Reinforced Polymer Bar for a Reinforced Sea Sand and Seawater Concrete Beam in the Serviceability Limit State.在使用性能极限状态下,提高纤维增强聚合物棒在海砂和海水混凝土梁中的性能。
Sensors (Basel). 2019 Feb 5;19(3):654. doi: 10.3390/s19030654.
6
Behaviour of Hybrid Steel and FRP-Reinforced Concrete-ECC Composite Columns under Reversed Cyclic Loading.反复循环荷载下混杂钢与 FRP 增强混凝土-ECC 组合柱的性能。
Sensors (Basel). 2018 Dec 2;18(12):4231. doi: 10.3390/s18124231.
7
Degradation of the In-plane Shear Modulus of Structural BFRP Laminates Due to High Temperature.高温对结构型 BFRP 层合板面内剪切模量的退化影响。
Sensors (Basel). 2018 Oct 8;18(10):3361. doi: 10.3390/s18103361.
8
Numerical Sensing of Plastic Hinge Regions in Concrete Beams with Hybrid (FRP and Steel) Bars.混合(FRP 和钢)筋混凝土梁中塑性铰区域的数值传感。
Sensors (Basel). 2018 Sep 27;18(10):3255. doi: 10.3390/s18103255.
9
AFRP Influence on Parallel Bamboo Strand Lumber Beams.芳纶纤维增强复合材料对平行竹束材梁的影响。
Sensors (Basel). 2018 Aug 29;18(9):2854. doi: 10.3390/s18092854.
10
An Optical Interferometric Triaxial Displacement Sensor for Structural Health Monitoring: Characterization of Sliding and Debonding for a Delamination Process.一种用于结构健康监测的光学干涉三轴位移传感器:分层过程中滑动和脱粘的特性研究
Sensors (Basel). 2017 Nov 22;17(11):2696. doi: 10.3390/s17112696.
用于高空间分辨率传感的差分脉宽对布里渊光时域分析技术
Opt Express. 2008 Dec 22;16(26):21616-25. doi: 10.1364/oe.16.021616.