Study on the Structural Deformation Monitoring Based on Distributed FBG Sensing Techniques

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Abstract:

The deformation is an important parameter in structural health monitoring, and a conjugate beam method based on long-gauge fiber Bragg grating distributed strain sensing techniques is proposed to obtain the deformation of a structure. Some experiments are carried out to study the accuracy of this method using a four point bending RC beam under a step loading manner. The deformation obtained with the proposed method agrees well with those obtained with the conventional dial gauge in low loading steps. In addition, some measure is put forward to calibrate the proposed method and improve its accuracy at high loading steps, especially after the initiation of concrete cracks.

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389-395

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June 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Andersen E Y, Pedersen L. Structural monitoring of the great belt east brid[J]. Strait Crossings 94. 1994: 189-195.

Google Scholar

[2] Myrvoll F, Dibiagio E, Hansvold C. Instrumentation for Monitoring The Skarnsundet Cable Stayed Bridge[J]. Strait Crossings 94. 1994: 207-216.

Google Scholar

[3] Shahawy M A, Arockiasamy M. Field instrumentation to study the time-dependent behavior in sunshine skyway bridge. I[J]. Journal of Bridge Engineering. 1996, 1(2): 76-86.

DOI: 10.1061/(asce)1084-0702(1996)1:2(76)

Google Scholar

[4] Wong K. Instrumentation and health monitoring of cable-supported bridges[J]. Structural Control and Health Monitoring. 2004, 11(2): 91-124.

DOI: 10.1002/stc.33

Google Scholar

[5] Dong X W, Zhang Y F, Xu H, Ni Y N. Structural Health Monitoring and Safety Evaluation System for Sutong Bridge [J]. Bridge Construction. 2006(4): 71-73, 81.

Google Scholar

[6] Miu C Q et al. Monitor strategy for the structural health monitoring system of Runyang Bridge [J]. Journal of Southeast University. 2005, 35(5): 780.

Google Scholar

[7] Sumitro S, Matsui Y, Kono M, et al. Long span bridge health monitoring system in Japan[M]. BELLINGHAM:SPIE-INT SOC OPTICAL ENGINEERING, 2001: 4337, 517-524.

Google Scholar

[8] Qin Q. Structural health monitoring of bridges [J]. China Journal of Highway and Transport. 2000, 13(2): 37-42.

Google Scholar

[9] Kim N S. Estimating deflection of a simple beam model using fiber optic bragg-grating sensors[J]. Experimental mechanics. 2004, 44(4): 433-439.

DOI: 10.1007/bf02428097

Google Scholar

[10] Daniele INAUDI.etc. Bridge deformation monitoring with fiber optic sensors[C], IABSE symposium-Rio de Janeiro-August 25-27, 1999.

Google Scholar

[11] Shen S, Wu Z S Yang C Q, Tang YS, Wu G, Wei H C. An improved conjugated beam method for structural deformation monitoring based on distributed optical fiber strain sensing technique [J]. China Civil Engineering Journal. 2010(07): 63-70.

DOI: 10.1177/1475921710361326

Google Scholar

[12] Zhang H, Wu Z. Performance Evaluation of BOTDR-based Distributed Fiber Optic Sensors for Crack Monitoring [J]. Structural Health Monitoring. 2008, 7(2): 143-156.

DOI: 10.1177/1475921708089745

Google Scholar

[13] Luan G D, Zhang J D, Jin H Y. Sensors and their applications [M]. Xi'an: Xidian University Publication, (2002)

Google Scholar