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Acoustic emission-based mathematical procedure for quantification of rebar corrosion in reinforced concrete


Affiliations
1 Department of Civil Engineering, Vishwakarma Institute of Information Technology, Pune 411 048, India
2 Department of Civil Engineering, Thapar University, Patiala 147 004, India
 

One of the most important causes for deterioration of reinforced concrete structures is corrosion of steel rebar in concrete. Acoustic emission (AE) technique is reported as an effective non-destructive tool for qualitatively identifying the onset of rebar corrosion. The applicability of AE for quantitative assessment of rebar corrosion in concrete is investigated here. Statistical analysis of experimental results under accelerated corrosion confirmed a promising relationship between gravimetrical rebar mass loss and AE measurement. The efficacy of the developed mathematical model was further confirmed under realistic prolonged corrosion exposure. Thus, a new procedure has been developed for quantification of rebar corrosion through experimental verification.

Keywords

Acoustic emission, corrosion, mathematical modelling, non-destructive testing, reinforced concrete
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  • Di Benedetti, M., Loreto, G., Matta, F. and Nanni, A., Acoustic emission monitoring of reinforced concrete under accelerated corrosion. J. Mater. Civ. Eng., 2013, 25(8), 1022–1029.
  • Song, H. and Saraswathy, V., Corrosion monitoring of reinforced concrete structures – a review. Int. J. Electrochem. Sci., 2007, 2,1–28.
  • Pradhan, B. and Bhattacharjee, B., Half-cell potential as an indicator of chloride-induced rebar corrosion initiation in RC. J. Mater. Civ. Eng., 2009, 21(10), 543–552.
  • Yoon, D., Weiss, W. and Shah, S. P., Assessing damage in corroded reinforced concrete using acoustic emission. J. Eng. Mech., 2000, 126(3), 273–282.
  • Vinogradova, A. and Lazareva, A., Continuous acoustic emission during intermittent plastic flow in a brass. Scr. Mater., 2012, 66, 745–748.
  • Ing, M., Austin, S. and Lyons, R., Cover zone properties influencing acoustic emission due to corrosion. Cem. Conr. Res., 2005, 35, 284–295.
  • Ohtsu, M. and Tomoda, Y., Phenomenological model of corrosion process in reinforced concrete identified by acoustic emission.ACI Mater. J., 2008, 10, 5194–5199.
  • Kawasaki, Y., Tomoda, Y. and Ohtsu, M., AE monitoring of corrosion process in cyclic wet–dry test. Constr. Build. Mater., 2010, 24(12), 2353–2357.
  • Kawasaki, Y., Wakuda, T., Kobarai, T. and Ohtsu, M., Corrosion mechanisms in reinforced concrete by acoustic emission. Constr. Build. Mater., 2013, 48, 1240–1247.
  • Idrissi, H. and Limam, A., Study and characterization by acoustic emission and electrochemical measurements of concrete deterioration caused by reinforcement steel corrosion. NDT&E Int., 2003,36, 563–569.
  • ASTM. E1316, Standard terminology for non-destructive examinations.ASTM International, Pennsylvania, USA, 2010.
  • Noorsuhada, M. N., Azmi, I., Norazura, M. B., Shahiron, S. and Soffian, N. S., Relationship between acoustic emission signal strength and damage evaluation of reinforced concrete structure: case studies. In IEEE Symposium and Industrial Electronics and Applications, Langkawi, Malaysia, 2011, pp. 308–313.
  • Patil, S., Karkare, B. and Goyal, S., Acoustic emission vis-à-vis electrochemical techniques for corrosion monitoring of reinforced concrete element. Constr. Build. Mater., 2014, 68, 326–332.
  • IS 12269-1999. Specification for 53 grade Ordinary Portland Cement. Bureau of Indian Standards, New Delhi, 1999.
  • IS 1489 (Part I)-1991, Portland Pozzolana Cement specification, Bureau of Indian Standards, New Delhi, 1991.
  • IS 10262-2009, Concrete mix proportioning – guidelines. Bureau of Indian Standards, New Delhi, 2009.
  • IS 383-2002, Specification for coarse and fine aggregates from natural sources for concrete, Bureau of Indian Standards, New Delhi, 2002.
  • IS 516-1959, Methods tests for strength of concrete. Bureau of Indian Standards, New Delhi, 1959.
  • Gadve, S., Mukherjee, A. and Malhotra, S. N., Corrosion of steel reinforcements in FRP wrapped concrete. Constr. Build. Mater., 2009, 23, 153–161.
  • Caré, S. and Raharinaivo, A., Influence of impressed current on the initiation of damage in reinforced mortar due to corrosion of embedded steel. Cem. Conr. Res., 2007, 37, 1598–1612.
  • Yuan, Y., Ji, Y. and Shah, S. P., Comparison of two accelerated corrosion techniques for concrete structures. ACI Struct. J., 2007, 104(3), 344–347.
  • Kothari, C. R., Research Methodology – Methods and Techniques, New Age International Publishers, New Delhi, 2004, 2nd edn.
  • ASTM G1-03, Standard practice for preparing, cleaning, and evaluating corrosion test specimens. ASTM International, Pennsylvania, USA, 2003.

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  • Acoustic emission-based mathematical procedure for quantification of rebar corrosion in reinforced concrete

Abstract Views: 383  |  PDF Views: 135

Authors

Shilpa Patil
Department of Civil Engineering, Vishwakarma Institute of Information Technology, Pune 411 048, India
Shweta Goyal
Department of Civil Engineering, Thapar University, Patiala 147 004, India

Abstract


One of the most important causes for deterioration of reinforced concrete structures is corrosion of steel rebar in concrete. Acoustic emission (AE) technique is reported as an effective non-destructive tool for qualitatively identifying the onset of rebar corrosion. The applicability of AE for quantitative assessment of rebar corrosion in concrete is investigated here. Statistical analysis of experimental results under accelerated corrosion confirmed a promising relationship between gravimetrical rebar mass loss and AE measurement. The efficacy of the developed mathematical model was further confirmed under realistic prolonged corrosion exposure. Thus, a new procedure has been developed for quantification of rebar corrosion through experimental verification.

Keywords


Acoustic emission, corrosion, mathematical modelling, non-destructive testing, reinforced concrete

References





DOI: https://doi.org/10.18520/cs%2Fv109%2Fi5%2F943-948