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First published online January 1, 2010

Resonant Sensors for Detecting Corrosion in Concrete Bridges

Abstract

A passive sensor platform was developed to detect the onset of corrosion in concrete bridge decks. The term “passive” is used to describe the sensors because they do not include onboard processing capabilities or sources of power. The sensors are powered and interrogated in a wireless manner by measuring the impedance through an external reader coil, which is magnetically coupled to resonant circuits within the sensor. The sensors are designed to be embedded in a concrete bridge during construction and interrogated periodically over its service life. Reinforced concrete slabs were subjected to long-term exposure tests to demonstrate the reliability of the prototype sensors. The middle region of each slab was exposed to alternating moisture cycles with saltwater. Sensors in this region indicated that threshold amounts of corrosion occurred, whereas sensors located in regions that were not exposed to saltwater indicated the absence of corrosion. At the conclusion of the tests, the sensor readings were confirmed by removing the concrete cover and examining the condition of the embedded reinforcement. One flaw in the initial design of the sensors, however, was that the transducing element (a corroding steel wire) passed through the epoxy potting that protected the circuit components. This configuration provided a pathway for contaminants to infiltrate the sensors, causing corrosion. To improve the durability of the passive sensors, a new configuration is being developed in which the corroding element is physically isolated from the resonant circuits within the sensor.

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References

1. Simonen J. T., Andringa M. M., Grizzle K. M., Wood S. L., and Neikirk D. P. Wireless Sensors for Monitoring Corrosion in Reinforced Concrete Members. Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems, Vol. 5391, 2004, pp. 587–596.
2. Dickerson N. P., Andringa M. M., Puryear J. M., Wood S. L., and Neikirk D. P. Wireless Threshold Sensors for Detecting Corrosion in Reinforced Concrete Structures. Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems, Vol. 6174, Feb. 2006.
3. Puryear J. M. H. Passive, Wireless Corrosion Sensors for Reinforced Concrete Structures. MS thesis. University of Texas, Austin, 2007. http://fsel.engr.utexas.edu/publications.
4. Dickerson N. P. Wireless Corrosion Sensors for Reinforced Concrete Structures. MS thesis. University of Texas, Austin, 2005. http://fsel.engr.utexas.edu/publications.
5. Pasupathy P., Munukutla S., Neikirk D. P., and Wood S. L. Versatile Wireless Sacrificial Transducers for Electronic Structural Surveillance Sensors. In IEEE Sensors 2009, Institute of Electrical and Electronics Engineers, Christchurch, New Zealand, Oct. 2009.
6. Abu Yousef A., Wood S. L., Pasupathy P., and Neikirk D. P. Passive Sensors for Monitoring Corrosion in Concrete Bridges. Proc. Fifth International Conference on Bridge Maintenance, Safety and Management, Philadelphia, Pa., July 2010.

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Article first published online: January 1, 2010
Issue published: January 2010

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© 2010 National Academy of Sciences.
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Authors

Affiliations

Ali Abu Yousef
Ferguson Structural Engineering Laboratory, Building 177
Praveenkumar Pasupathy
Microelectronics Research Center, Building 160, University of Texas at Austin, 10100 Burnet Road, Austin, TX 78758.
Sharon L. Wood
Department of Civil, Architectural, and Environmental Engineering, C1700
Dean P. Neikirk
Department of Electrical and Computer Engineering, C0803, Cockrell School of Engineering, University of Texas at Austin, 1 University Station, Austin, TX 78712.

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This article was published in Transportation Research Record: Journal of the Transportation Research Board.

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