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中国腐蚀与防护学报  2009, Vol. 29 Issue (2): 109-112    
  研究报告 本期目录 | 过刊浏览 |
混凝土结构光纤光栅腐蚀传感器
李俊;吴瑾;高俊启
南京航空航天大学土木工程系 南京 210016
CORROSION MONITORING OF CONCRETE STRUCTURES BY OPTICAL FIBER GRATING
LI Jun; WU Jin; GAO Junqi
Civil Department; Nanjing University of Aeronautics and Astronautics; Nanjing 210016
全文: PDF(620 KB)  
摘要: 

提出了一种新型测量钢筋锈蚀的光栅传感器,即双筋腐蚀光栅传感器。这种传感器将光纤布拉格光栅粘贴固定于两根紧密排列的钢筋上表面。当钢筋锈蚀后,体积膨胀而使光纤光栅产生拉伸应变,光纤光栅的反射光波长将发生变化,所以通过测量光纤光栅的波长就可以测得钢筋锈蚀程度。这种传感器利用光纤光栅波长位移来监测钢筋锈蚀,能够间接反映钢筋锈蚀程度,且不受锈蚀因素的影响,可用于混凝土结构中钢筋锈蚀的早期监测。

关键词 光纤光栅光纤传感器锈蚀双筋腐蚀光栅传感器    
Abstract

A new type of optical fiber grating sensor for monitoring corrosion of reinforcement steel was presented--optical fiber grating corrosion sensor with two steel bars. In the sensor, Bragg grating is stick on the top surface of two bars against each other, for which the principle is that the steel volume will be expanded due to corrosion. The monitoring will be carried out by transforming the volume increase to the fiber strain. While Bragg gratings is tensioned, the reflected spectrum will have a single distinct peak shift in center wavelength, as a result the loss and rate of steel corrosion can be obtained. By the designed sensor, corrosion is recorded with the shift in center wavelength through the fiber, and the degree of corrosion of reinforcement steel will be measured indirectly, which is not affected by corrosion factors. Therefore the sensor proposed in the paper could be used in the early corrosion monitoring of reinforcement steel in concrete structures.

Key wordsfiber grating    fiber optical sensor    corrosion    FBG corrosion sensor with two steel bar
收稿日期: 2007-06-21     
ZTFLH: 

TP212

 
基金资助:

国家自然科学基金项目(50879034)

通讯作者: 李俊     E-mail: Lij\_nh@nuaa.edu.cn
Corresponding author: LI Jun     E-mail: Lij\_nh@nuaa.edu.cn

引用本文:

李俊 吴瑾 高俊启. 混凝土结构光纤光栅腐蚀传感器[J]. 中国腐蚀与防护学报, 2009, 29(2): 109-112.
LI Jun. CORROSION MONITORING OF CONCRETE STRUCTURES BY OPTICAL FIBER GRATING. J Chin Soc Corr Pro, 2009, 29(2): 109-112.

链接本文:

https://www.jcscp.org/CN/      或      https://www.jcscp.org/CN/Y2009/V29/I2/109

[1] Wu J H,Zhao Y T. Corrosion monitoring/detecting of rebar in concrete[J]. Corros. Prot.,2003,24(10):421-431
    (吴建华,赵永韬. 钢筋混凝土的腐蚀监测/监测[J]. 腐蚀与防护,2003(10):421-431)
[2] Andrade, C, Gonzazlez J A. Quantitative measurements of corrosion rate of reinforcing steel embedded in concrete using polarization resistance measurements[J],Workstuff Corros., 1978, 29:515-519
[3] Millard S G, Law D. Environmental influences on linear polarisation corosion rate measurement in reinforced concrete[J], NDT & E Int., 2001, 34:409-417
[4] Zhang J K, Gong J Q, Yue Q R, et al. Application for inspecting technology of fiber Bragg grating in civil engineering structure[J].J. Northern Jiaotong Univ., 2003, 27(5):94-97
    (张家坤,弓俊青,岳清瑞等. 光纤光栅传感技术在土木工程结构监测中的应用[J].北方交通大学学报,2003,27(5):94-97)
[5] Jiang D S, Chen D X, Liang L. Study on application of FBG sensor for structure reinforcement monitoring[J]. Chin. Civil Eng. J., 2004, 37(5):50-53
    (姜德生,陈大雄,梁磊. 光纤光栅传感器在建筑结构加固检测中的应用研究[J]. 土木工程学报,2004,37(5):50-53)
[6] Jones M E,Greene J A. Optical fiber grating-based strain and corrosion sensor[J]. SPIE,1996,2948:94-100
[7] Greene J A,Jones M E,Duncan P G. Grating-based optical fiber corrosion sensor[J]. SPIE,1997,3042:260-266
[8] Greene J A,Jones M E,Tran T A,et al. Grating-based optical fiber-based corrosion sensor[J]. SPIE,1996,2718:170-174
[9] Vikram B,David C,Marten J,et al.Grating-based optical fiber sensors for structural analysis[J]. SPIE,1997,3042:390-399
[10] Jiang Y,Yan Y,Christopher K Y L. Optical fiber grating corrosion sensors[J]. Acta Photonica Sin.,2006,35(1):96-99
     (江毅,严云, Christopher K Y L.光纤光栅腐蚀传感器[J]. 光子学报,2006,35(1):96-99)

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