FRP Debonding Monitoring Using OTDR Techniques

被引:2
|
作者
Hou, Shuang [1 ]
Cai, C. S. Steve [2 ]
Ou, Jinping [1 ]
机构
[1] Dalian Univ Technol, Dept Civil Engn, Dalian 116024, Peoples R China
[2] Louisiana State Univ, Dept civil & Environm Engn, Baton Rouge, LA 70803 USA
关键词
FRP; Debonding; OTDR; Slip; CONCRETE STRUCTURES; BOND;
D O I
10.1117/12.843559
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
Debonding failure has been reported as the dominant failure mode for FRP strengthening in flexure. This paper explores a novel debonding monitoring method for FRP strengthened structures by means of OTDR-based fiber optic technology. Interface slip as a key factor in debonding failures will be measured through sensing optic fibers, which is instrumented in the interface between FRP and concrete in the direction perpendicular to the FRP filaments. Slip in the interface will induce power losses in the optic fiber signals at the intersection point of the FRP strip and the sensing optic fiber and the signal change will be detected through OTDR device. The FRP double shear tests and three-point bending tests were conducted to verify the effectiveness of the proposed monitoring method. It is found that the early bebonding can be detected before it causes the interface failure. The sensing optic fiber shows signal changes in the slip value at about 36 similar to 156 micrometer which is beyond sensing capacity of the conventional sensors. The tests results show that the proposed method is feasible in slip measurement with high sensitivity, and would be cost effective because of the low price of sensors used, which shows its potential of large-scale applications in civil infrastructures, especially for bridges.
引用
收藏
页数:8
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