Predictive modelling of acoustic emission signal data for corrosion assessment: A modified dimensional analysis based approach
DOI: https://doi.org/10.20528/cjcrl.2025.03.002
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Acoustic emission (AE) technique has been proved as a powerful technique for structural health monitoring. AE technique can also be efficiently used for evaluation of corrosion activity in concrete. Despite its advantages, an effective analysis of data recorded by AE technique still founds to be a challenging task demanding an appropriate damage assessment methodology. For quantification of damages, various methods for analysis of AE data have been proposed but not a single method has found to be standardized for specific application. In this paper, a procedure for analysis of AE signals is proposed using modified dimensional analysis method. Many times, it becomes difficult to choose the appropriate AE parameter which can be effectively co-related to the physical feature for development of accurate prediction model. Hence, in the present research work an attempt has been made to develop a model by incorporating primary characteristic AE waveform parameters. A corrosion rate prediction model using modified dimensional analysis of AE signals is developed and compared with the model developed using non-linear regression analysis. The performance of two models is further assessed using different statistical parameters. The study demonstrated that the methodology of modified dimensional analysis indicated improvement in the corrosion rate predictions. Thus, modified dimensional analysis can be implemented as a promising method for analysis of complex AE signal data as well as for development of statistical modelling of corrosion phenomenon in reinforced concrete based on recorded AE parameters.
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Akpa JG (2013). Modeling of the corrosion rate of stainless steel in marine oil environment. ARPN Journal of Engineering and Applied Sciences, 8(8), 656–662.
ASTM G1-03 (2017). Standard practice for preparing, cleaning, and evaluating corrosion test specimens. ASTM International, West Conshohocken, PA, USA.
Butterfield R (1999). Dimensional analysis for geotechnical engineers. Geotechnique, 49(3), 357–366.
Corrado M, Carpinteri A (2009). Dimensional analysis of over-reinforced concrete beams in bending. Atti del XIX Congresso Nazionale di Meccanica Teorica ed Applicata, Ancona, Italy, no.110.
Di Benedetti M, Loreto G, Matta F, Nanni A (2013). Acoustic emission monitoring of reinforced concrete under accelerated corrosion. Journal of Materials in Civil Engineering, 25(8), 1022–1029.
Di Benedetti M, Nanni A (2014). Acoustic emission intensity analysis for in situ evaluation of reinforced concrete slabs. Journal of Materials in Civil Engineering, 26(1), 6–13.
Esmaili D, Hataf N (2013). Determination of ultimate load capacity of conical and pyramidal shell foundations using dimensional analysis. Iranian Journal of Science and Technology - Transactions of Civil Engineering, 37, 423–435.
Fricker S, Vogel T (2007). Site installation and testing of a continuous acoustic monitoring. Construction and Building Materials, 21(3), 501–510.
Idrissi H, Limam A (2003). Study and characterization by acoustic emission and electrochemical measurements of concrete deterioration caused by reinforcement steel corrosion. NDT&E International, 36, 563–569.
Ing M, Austin S, Lyons R (2005). Cover zone properties influencing acoustic emission due to corrosion. Cement and Concrete Research, 35, 284–295.
Jayabharathy S, Pushparaj S, Mathiazhagan P (2017). Prediction of corrosion rate of magnesium and its alloy-modeling. International Journal of Advanced Research in Basic Engineering Sciences and Technology, 3(32), 55–61.
Ji H, Ye H (2023). Machine learning prediction of corrosion rate of steel in carbonated cementitious mortars. Cement and Concrete Composites, 143, 105256.
Kawasaki Y, Tomoda Y, Ohtsu M (2010). AE monitoring of corrosion process in cyclic wet–dry test. Construction and Building Materials, 24(12), 2353–2357.
Kawasaki Y, Wakuda T, Kobarai T, Ohtsu M (2013). Corrosion mechanisms in reinforced concrete by acoustic emission. Construction and Building Materials, 48, 1240–1247.
Legates DR, McCabe Jr. GJ (1999). Evaluating the use of “goodness of fit” measures in hydrological and hydro climatic model validation. Water Resources Research, 35(1), 233–241.
Nair A, Cai CS (2010). Acoustic emission monitoring of bridges: Review and case studies. Engineering Structures, 32, 1704–1714.
Ohtsu M, Tomoda Y (2008). Phenomenological model of corrosion process in reinforced concrete identified by acoustic emission. ACI Materials Journal, 10, 5194–5199.
Patil S, Karkare B, Goyal S (2014). Acoustic emission vis-à-vis electrochemical techniques for corrosion monitoring of reinforced concrete element. Construction and Building Materials, 68, 326–332.
Patil S, Goyal S, Karkare B (2015). Acoustic emission-based mathematical procedure for quantification of rebar corrosion in reinforced concrete. Current Science, 109(5), 943–948.
Patil S, Karkare B, Goyal S (2017). Corrosion induced damage detection of in-service RC slabs using acoustic emission technique. Construction and Building Materials, 156, 123–130.
Pawar NM, Gujar S, Dhonde HB, Valles D (2024). Early prediction of characteristic compressive strength of concrete based on mix proportions using modified dimensional analysis. 2024 IEEE 14th Annual Computing and Communication Workshop and Conference (CCWC), Las Vegas, NV, USA, 0043–0052.
Phatak DR, Deshpande NP (2005). Prediction of 28-days compressive strength of 53-grade using dimensional analysis. Journal of Materials in Civil Engineering, 17(6), 733–735.
Phatak DR, Dhonde HB (2000). Behaviour of five large spread footing in sand. Journal of Geotechnical and Geoenvironmental Engineering, 126(10), 940–942.
Phatak DR, Dhonde HB (2003). Dimensional analysis of reinforcement concrete beams subjected to pure torsion. Journal of Structural Engineering, 129(11), 1559–1563.
Song H, Saraswathy V (2007). Corrosion monitoring of reinforced concrete structures – a review. International Journal of Electrochemical Science, 2, 1–28.
Thirumalaiselvi A, Sasmal S (2024). Machine learning-based acoustic emission technique for corrosion-induced damage monitoring in reinforced concrete structures. Engineering Applications of Artificial Intelligence, 137(Part A), 109–121.
Verstrynge E, Van Steen C, Vandecruys E, Wevers M (2022). Steel corrosion damage monitoring in reinforced concrete structures with the acoustic emission technique: A review. Construction and Building Materials, 349, 128-732.
Yu X, Montrésor S, Bentahar M, Mechri C (2023). Cluster analysis of acoustic emission signals for the damage pattern recognition of polymer concrete. Applied Acoustics, 211, 109533.
Zaki A, Chai HK, Aggelis DG, Alver N (2015). Non-destructive evaluation for corrosion monitoring in concrete: A review and capability of acoustic emission technique. Sensors, 15, 19069–19101.








