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光纤光栅传感技术在GFRP抗浮锚杆现场拉拔试验中的应用
引用本文:白晓宇,张明义,匡政,王永洪,闫楠,朱磊.光纤光栅传感技术在GFRP抗浮锚杆现场拉拔试验中的应用[J].岩土力学,2018,39(10):3891-3899.
作者姓名:白晓宇  张明义  匡政  王永洪  闫楠  朱磊
作者单位:1. 青岛理工大学 土木工程学院,山东 青岛 266033;2. 青岛理工大学 蓝色经济区工程建设与安全协同创新中心,山东 青岛 266033; 3. 青岛大学 环境科学与工程学院,山东 青岛,266071
基金项目:国家自然科学基金(No. 51708316,No. 51778312,No. 51809146);山东省重点研发计划(No. 2017GSF16107,No. 2018GSF117008);山东省自然科学基金(No. ZR2016EEQ08,No. ZR2017PEE006);山东省高等学校科技计划(No. J16LG02);青岛市应用基础研究计划(No. 16-5-1-39-jch);中国博士后科学基金面上项目(No. 2018M632641)。
摘    要:光纤测试技术是将光纤布拉格光栅(FBG)传感器用光纤连成一串,通过构建多点光栅测试系统实现传感,它具有精度高、抗干扰能力强、空间分辨率高和连续数据采集等特点。将光纤光栅传感技术应用到原型玻璃纤维增强复合材料(GFRP)抗浮锚杆受力测试中,同步测试了锚杆杆体-锚固体界面、锚固体-周围岩土体界面以及锚固体内的应变,实现GFRP抗浮锚杆多界面全长受力测试。测试结果表明,光纤光栅传感技术能准确记录拉拔过程中GFRP抗浮锚杆各界面的应变变化,揭示锚杆杆体-锚固体界面、锚固体内、锚固体-周围岩土体界面的轴向应力和剪应力分别随荷载水平和锚固深度变化的分布规律,但不同界面处荷载的传递深度和剪应力沿深度的影响范围有所差异。该测试技术和传感器埋设工艺有众多优势,在岩土工程科学研究与工程应用领域具有广阔的前景。

关 键 词:地铁  GFRP抗浮锚杆  光纤光栅传感技术  微型FBG应变传感器  锚固体  剪应力  
收稿时间:2017-12-01

Application of fiber grating sensing technology in pull-out test on glass fiber reinforced polymer anti-floating anchor
BAI Xiao-yu,ZHANG Ming-yi,KUANG Zheng,WANG Yong-hong,YAN Nan,ZHU Lei.Application of fiber grating sensing technology in pull-out test on glass fiber reinforced polymer anti-floating anchor[J].Rock and Soil Mechanics,2018,39(10):3891-3899.
Authors:BAI Xiao-yu  ZHANG Ming-yi  KUANG Zheng  WANG Yong-hong  YAN Nan  ZHU Lei
Institution:1. College of Civil Engineering, Qingdao University of Technology, Qingdao, Shandong 266033, China; 2. Collaborative Innovation Center of Engineering Construction and Safety in Shandong Blue Economic Zone, Qingdao University of Technology, Qingdao, Shandong 266033, China; 3. College of Environmental Science and Engineering, Qingdao University, Qingdao, Shandong 266071, China
Abstract:The optical fiber testing technology is stringing the fiber Bragg grating (FBG) by naked fibers in order to construct the multi-point sensing testing system, which has the advantages such as higher precision, stronger anti-interference ability, higher spatial resolution and continuous data acquisition. In this paper, the fiber grating sensing technology was applied to monitor the glass fiber reinforced polymer (GFRP) anti-floating anchor, and the strains at the interfaces of anchor-anchorage body, anchorage body- surrounding rock, and within anchorage body were measured, achieving the multi-interfacial and full-length measurement of GFRP anti-floating anchor. The results showed that the fiber grating sensing technology was able to accurately record the strain change of GFRP anti-floating anchor in the entire duration of the pull-out test. Additionally, the results revealed the distribution law of axial force and shear stress within the anchorage body and at the interfaces of anchor-anchorage body, anchorage body-surrounding rock with the change of applied load and depth. The transfer depth of the load and the influenced range of the shear stress were different at different interfaces. Generally, the measurement technology and sensor embedding method have many advantages, showing broad prospects in geotechnical engineering research and applications.
Keywords:metro  GFRP anti-floating anchor  fiber grating sensing technology  micro FBG strain sensor  anchorage body  shear stress  
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