A new monitoring method of cable tension of cable-stayed bridge—fiber Bragg grating method

被引:2
|
作者
张戌社
杜彦良
宁辰校
机构
[1] China
[2] College of Electric and Mechanical Engineering
[3] Hebei University of Science and Technology
[4] Shijiazhuang 050043
[5] Shijiazhuang 050054
[6] Shijiazhuang Railway Institute
[7] Structural Health Monitoring and Control Institute
关键词
bridge; cable tension; fiber Bragg grating;
D O I
暂无
中图分类号
U446.2 [桥梁观测与设备];
学科分类号
0814 ; 081406 ;
摘要
A new on-line monitoring method based on fiber Bragg grating(FBG) for cable tension of cable-stayed bridge was introduced. The major structure of sensing head using in the test of cable tension is elastic annular. The FBG is attached inflexibility to the exterior surface of annulus and form straight-through sensing head. Sensing head is installed between the anchor device and stow-board of funiculus holes of the cable-stayed bridge. Accompany with the change of the outside pressure, the Bragg center reflective wavelength of optical fiber grating changed correspondingly. According to this characteristic, through demodulating the Δλ, the value of the cable tension can be determined. The experiment results and the theory indicate that the test system has simple structure, good stability and linear,wide response capacity, and has no special request for tester, The measurement method for the test of cable tension is practical and effective.
引用
收藏
页码:261 / 263
页数:3
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