A distributed self-sensing FRP anchor rod with built-in optical fiber sensor

被引:37
作者
Huang, Minghua [1 ]
Zhou, Zhi [2 ]
Huang, Ying [3 ]
Ou, Jinping [1 ,2 ]
机构
[1] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China
[2] Dalian Univ Technol, Sch Civil Engn, Dalian 116024, Peoples R China
[3] Missouri Univ Sci & Technol, Dept Civil Architectural & Environm Engn, Rolla, MO 65409 USA
基金
中国国家自然科学基金;
关键词
Anchor rod; Fiber reinforced polymer; Optical fiber sensor; Brillouin optical time domain analysis; MODEL TEST; BEHAVIOR; STRAIN; BOTDR; MAINTENANCE;
D O I
10.1016/j.measurement.2012.12.012
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The difficulties induced from large-scale measurement and sensor installation make it a big challenge but an urgent need to predict the mechanical behavior of fiber reinforced polymer (FRP) anchor rod passing through the complicated areas under harsh environments. In an effort to solve this challenge, this paper proposes a novel distributed self-sensing FRP anchor rod with built-in optical fiber sensor. For the purpose of self-sensing, the technique of Brillouin Optical Time Domain Analysis (BOTDA) is applied to the built-in optical sensor for measuring the full-scale strain of the rod. Demonstration tests taking into account the de-bonded damage were carried out to simulate the field cases. A self-sensing FRP anchor rod was embedded in a 12-m-long sand slot and pulled from one end. The full-scale strain was measured utilizing the BOTDA interrogator. Using this collected data, the integrity displacement of the rod was also investigated associated with its interfacial damage evolution. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1363 / 1370
页数:8
相关论文
共 33 条
  • [1] Novel anchor system for CFRP rod: Finite-element and mathematical models
    Al-Mayah, A.
    Soudki, K.
    Plumtree, A.
    [J]. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2007, 11 (05) : 469 - 476
  • [2] Mechanical behavior of CFRP rod anchors under tensile loading
    Al-Mayah, A
    Soudki, K
    Plumtree, A
    [J]. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2001, 5 (02) : 128 - 135
  • [3] EXPERIMENTAL AND THEORETICAL-STUDIES ON A DISTRIBUTED TEMPERATURE SENSOR-BASED ON BRILLOUIN-SCATTERING
    BAO, X
    DHLIWAYO, J
    HERON, N
    WEBB, DJ
    JACKSON, DA
    [J]. JOURNAL OF LIGHTWAVE TECHNOLOGY, 1995, 13 (07) : 1340 - 1348
  • [4] Non-destructive testing of rock bolts using guided ultrasonic waves
    Beard, MD
    Lowe, MJS
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2003, 40 (04) : 527 - 536
  • [5] Beard MD, 2002, AIP CONF PROC, V615, P1318, DOI 10.1063/1.1472948
  • [6] Tensile properties and pullout behaviour of AFRP and CFRP rods for grouted anchor applications
    Benmokrane, B
    Zhang, BR
    Chennouf, A
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2000, 14 (03) : 157 - 170
  • [7] All frequency, domain distributed fiber-optic Brillouin sensing
    Bernini, R
    Crocco, L
    Minardo, A
    Soldovieri, F
    Zeni, L
    [J]. IEEE SENSORS JOURNAL, 2003, 3 (01) : 36 - 43
  • [8] Tunnel reinforcement with rockbolts
    Bobet, A.
    Einstein, H. H.
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2011, 26 (01) : 100 - 123
  • [9] Bolstad D.D., 1984, P INT S ROCK BOLT, P313
  • [10] An analytical model to predict axial load in grouted rock bolt for soft rock tunnelling
    Cai, Y
    Esaki, T
    Jiang, YJ
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2004, 19 (06) : 607 - 618