Embedded Sensor for Detecting Corrosion of Reinforcement in Concrete

Article Preview

Abstract:

Corrosion of reinforcement is a worldwide problem which causes premature degradations in reinforced concrete structures. Monitoring reinforcement corrosion in concrete can be achieved by embedding corrosion sensor within the concrete cover. In this research, capacitance-based embedded sensor was developed to monitor corrosion potential (Ecorr) and corrosion rate (Icorr) parameters of reinforcement continuously. The sensors were tied to the reinforcement and embedded in concrete slab specimens followed by immersion into NaCl solution for 70 days. During this period, corrosion parameters were weekly recorded. At the same time, half-cell corrosion testing using Portable SRI-CMIII was conducted for calibration purpose. From the research, it was observed that the patterns of Ecorr and Icorr shown by the embedded sensors were similar to that of portable SRI-CMIII device - an indication of suitability of the embedded sensor towards sensing existing corrosion activities around the embedded steel bars. Eventually, the bars were found corroded from the broken specimens to confirm the detection of corrosion activities as recorded by the sensors.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

1118-1123

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Duffó, G.S.; Farina, S.B., 2009. Development of an embeddable sensor to monitor the corrosion process of new and existing reinforced concrete structures. Construction and Building Materials. 23, 2746-2751.

DOI: 10.1016/j.conbuildmat.2009.04.001

Google Scholar

[2] Broomfield, J.P, Davies K., Hladky K., 2002. The use of permanent corrosion monitoring in new and existing reinforced concrete structure. Cement & Concrete Composite. 27-34

DOI: 10.1016/s0958-9465(01)00024-5

Google Scholar

[3] Zivica V, 2003. Corrosion of Reinforcement induced by environment containing chloride and carbon dioxide. Bull. Mater. Sci., 2003; 26, 605.

DOI: 10.1007/bf02704323

Google Scholar

[4] McCarter W. J., Ø. Vennesland, 2004. Sensor systems for use in reinforced concrete structures. Constr. Build. Mater., 18, 351.

Google Scholar

[5] Soleymani. H. R., M. E. Ismail, 2004. Comparing corrosion measurement methods to assess the corrosion activity of laboratory OPC and HPC concrete specimens. Cement Constr. and Concrt. Research 34, 2037.

DOI: 10.1016/j.cemconres.2004.03.008

Google Scholar

[6] Martínez, I.; Andrade, C., 2009. Examples of reinforcement corrosion monitoring by embedded sensors in concrete structures. Cement and Concrete Composites. 31, 545-554.

DOI: 10.1016/j.cemconcomp.2009.05.007

Google Scholar

[7] Muralidharan S., T. H. Ha, J. H. Bae, Y. C. Ha, H. G. Lee, K. W. Park and D. K. Kim, 2006. Electrochemical studies on the solid embeddable reference sensors for corrosion monitoring in concrete structure. Mater. Lett., 60, 651.

DOI: 10.1016/j.matlet.2005.09.058

Google Scholar

[8] Son H. W., V. Saraswathy, 2007. Corrosion monitoring of Reinforced concrete structures- A review. Int. J. Electrochem. Sci., 2, 1- 28.

Google Scholar

[9] Ismail M., E. Dina, R. A. Rahman, S. Ikhsan, 2005. Observation of Corrosion Process of Reinforcing Steel. Jurnal Kejuruteraan Awam; Vol 17 No. 1, pp.13-22.

Google Scholar

[10] Muralidharan, S. Saraswathy, V., Madhavamayandi, A., Thangavel, K., Palaniswamy, N., 2008. Evaluation of embeddable potential sensor for corrosion monitoring in concrete structures. Electrochimica Acta. 53, 7248-7254.

DOI: 10.1016/j.electacta.2008.04.078

Google Scholar

[11] British Standards Institute, 1996. BS 12: 1989, Specification for Portland Cement.

Google Scholar

[12] British Standards Institute, 1997. BS 5328-2:1997, Methods for specifying concrete mixes.

Google Scholar

[13] Kyung, J.-W.,Yokota, M.Leelalerkiet, V. Ohtsu, 2004. M. Practical Use of Half-Cell Potential Method for NDE of Corrosion of Reinforced Concrete Structure. Key Eng. Mat. 270-273, 1638-1644.

DOI: 10.4028/www.scientific.net/kem.270-273.1638

Google Scholar

[14] Portable Rebar Corrosion Meter SRI-CMIII Operation Manual, 2007. Shikoku Research Institute INC.

Google Scholar

[15] Stanley W., 1973. Guide to Electronic Measurements and Laboratory Practice, Prentice-Hall, Englewood Cliffs, New Jersey.

Google Scholar

[16] American Society for Testing and Materials, 1991. ASTM C876-91, Standard test method for half-cell potential of reinforcing steel in concrete.

Google Scholar

[17] Bertoini L., B. Elsener, P.Pedeferri and R. Polder, 2004. Corrosion of steel in concrete. Wiley-VCH, Weinheim.

Google Scholar