Study on PPP-BOTDA Technology for Concrete Crack Monitoring

Article Preview

Abstract:

Experiment for bare fiber and two kinds of commercial fiber had been done using PPP-BOTDA technology in the paper, and the testing results are analyzed. Experimental results show that different types of fiber have different critical effective sensing length. Despite possessing the 10cm order spatial resolution, if the sensing length of fiber is shorter than the critical value, PPP-BOTDA can not get correct strain. Basing on this experiment result, the concrete crack is simulated and tested. The point fixation bonding method overall bonding method is used in the experiment. The result shows that PPP-BOTDA technology can detect the existence and propagation of crack, and which can even test the width of the crack.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1582-1585

Citation:

Online since:

July 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] K. Kishida, C-H. Li. Pulse pre-pump-BOTDA technology for new generation of distributed strain measuring system, Structural Health Monitoring and Intelligent Infrastructure, (Editors: Ou, Li, Daun). Taylor & Francis, pp.471-477. (2006).

Google Scholar

[2] Zhishen Wu, Kentaro Iwashita, Songtao Xue and Hao Zhang: Experimental Study on Crack Monitoring of PC Structures with Pulse-prepump BOTDA-based Distributed Fiber Optic Sensors, Journal of concrete research and technology, Japan Concrete Institute, (2007).

DOI: 10.3151/crt1990.18.2_49

Google Scholar

[3] Hao Zhang Performance Evaluation of PPP-BOTDA-Based Distributed Optical Fiber Sensors, International Journal of Distributed Sensor Networks, vol. (2012), 414692.

DOI: 10.1155/2012/414692

Google Scholar