Fiber-Optic Strain Sensor System With Temperature Compensation for Arch Bridge Condition Monitoring

被引:33
|
作者
Mokhtar, M. R. [1 ]
Owens, K. [2 ]
Kwasny, J. [2 ]
Taylor, S. E. [2 ]
Basheer, P. A. M. [2 ]
Cleland, D. [2 ]
Bai, Y. [2 ]
Sonebi, M. [2 ]
Davis, G. [2 ]
Gupta, A. [3 ]
Hogg, I. [3 ]
Bell, B. [4 ]
Doherty, W. [5 ]
McKeague, S. [5 ]
Moore, D. [6 ]
Greeves, K. [6 ]
Sun, T. [1 ]
Grattan, K. T. V. [1 ]
机构
[1] City Univ London, Sch Engn & Math Sci, London EC1V 0HB, England
[2] Queens Univ Belfast, Sch Planning Architecture & Civil Engn, Belfast BT9 5AG, Antrim, North Ireland
[3] Macrete Ireland Ltd, Toomebridge BT41 3E, Antrim, North Ireland
[4] Network Rail, London NW1 2EE, England
[5] Creagh Concrete, Toomebridge BT41 3SL, Antrim, North Ireland
[6] Arup, Belfast BT2 8BG, Antrim, North Ireland
基金
英国工程与自然科学研究理事会;
关键词
Fiber Bragg grating; fiber optic sensor; sensor packaging; strain and temperature discrimination; BRAGG GRATING SENSORS; DISCRIMINATION;
D O I
10.1109/JSEN.2011.2172991
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
This paper presents an innovative sensor system, created specifically for new civil engineering structural monitoring applications, allowing specially packaged fiber grating-based sensors to be used in harsh, in-the-field measurement conditions for accurate strain measurement with full temperature compensation. The sensor consists of two fiber Bragg gratings that are protected within a polypropylene package, with one of the fiber gratings isolated from the influence of strain and thus responding only to temperature variations, while the other is sensitive to both strain and temperature. To achieve this, the temperature-monitoring fiber grating is slightly bent and enclosed in a metal envelope to isolate it effectively from the strain. Through an appropriate calibration process, both the strain and temperature coefficients of each individual grating component when incorporated in the sensor system can be thus obtained. By using these calibrated coefficients in the operation of the sensor, both strain and temperature can be accurately determined. The specific application for which these sensors have been designed is seen when installed on an innovative small-scale flexi-arch bridge where they are used for real-time strain measurements during the critical installation stage (lifting) and loading. These sensors have demonstrated enhanced resilience when embedded in or surface-mounted on such concrete structures, providing accurate and consistent strain measurements not only during installation but subsequently during use. This offers an inexpensive and highly effective monitoring system tailored for the new, rapid method of the installation of small-scale bridges for a variety of civil engineering applications.
引用
收藏
页码:1470 / 1476
页数:7
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