Structural integrity monitoring of reinforced concrete structures. Part 1: evaluation of protection systems for extrinsic fibre Fabry–Perot sensors

Abstract This paper reports on the use of extrinsic fibre Fabry–Perot sensors for strain monitoring of reinforced concrete columns and beams. The use of optical sensors in the concrete and on the rebar and column surfaces was made possible by the development of appropriate protection systems for the optical sensors. Two sensor protection systems were evaluated. The first involved the use of stainless steel tubing with flanges for the embedded sensors. In the second, the optical sensor was sandwiched between a four-layered prepreg that was either flat or had the shape of the rebar. A minimum of six Fabry–Perot sensors were interrogated on each concrete structure using a 16-channel optical channel selector unit and an optical spectrum analyser. Experimental results showed that, irrespective of the protection systems, the strain data from the Fabry–Perot sensors were in agreement with those obtained from the electrical resistance strain gauges. All the optical fibre sensors survived the structure manufacturing process and the majority of them survived up to the failure of the columns and beams. These experiments demonstrated that the sensor protection systems deployed in conjunction with the embedment methodology offer a reliable method for interrogating the mechanical integrity of concrete structures.

[1]  Brahim Benmokrane,et al.  Evaluation of fibre optic sensors for structural condition monitoring , 2002 .

[2]  H. Wiggenhauser Active IR-applications in civil engineering , 2002 .

[3]  Gerard Franklyn Fernando,et al.  Investigation of strain transfer to a sensor protection system embedded in concrete using finite element analysis , 2002 .

[4]  Filippo Bastianini,et al.  Ultrasonic non-destructive assessment of bonding defects in composite structural strengthenings , 2001 .

[5]  Oral Büyüköztürk Imaging of concrete structures , 1998 .

[6]  R. Measures,et al.  Fiber-optic Bragg grating sensors for bridge monitoring , 1997 .

[7]  Kin-tak Lau,et al.  Fibre-optic sensors and smart composites for concrete applications , 2003 .

[8]  Michael Forde,et al.  Application of infrared thermography to the non-destructive testing of concrete and masonry bridges , 2003 .

[9]  Gongkang Fu,et al.  Remote Bridge Monitoring Systems for Bridge Condition , 1997 .

[10]  Gerard Franklyn Fernando,et al.  Multiplexed optical fibre Fabry-Perot sensors for strain metrology , 1999 .

[11]  Karen Margaret Holford,et al.  Acoustic Emission Assessment of Concrete Hinge Joints , 2003 .

[12]  Christiane Maierhofer,et al.  Nondestructive Evaluation of Concrete Infrastructure with Ground Penetrating Radar , 2003 .

[13]  Yun-Jiang Rao,et al.  Recent progress in applications of in-fibre Bragg grating sensors , 1999 .

[14]  Gerard Franklyn Fernando,et al.  Structural Integrity Monitoring of Concrete Structures via Optical Fiber Sensors: Sensor Protection Systems , 2003 .

[15]  Benjamin A. Graybeal,et al.  A comparison of nondestructive evaluation methods for bridge deck assessment , 2003 .

[16]  A. J. Batchelor,et al.  Acoustic emission to assess and monitor the integrity of bridges , 2001 .