Prediction of the Corrosion Current Density in Reinforced Concrete Using a Self-Organizing Feature Map

A disadvantage of using linear polarization resistance (LPR) in the measurement of corrosion current density is the need to partially destroy a concrete cover. In this article, a new technique of predicting the corrosion current density in reinforced concrete using a self-organizing feature map (SOFM) is presented. For this purpose, air temperature, and also the parameters determined by the resistivity four-probe method and galvanostatic resistivity measurements, were employed as input variables. The corrosion current density, predicted by the destructive LPR method, was employed as the output variable. The weights of the SOFM were optimized using the genetic algorithm (GA). To evaluate the accuracy of the SOFM, a comparison with the radial basis function (RBF) and linear regression (LR) was performed. The results indicate that the SOFM–GA model has a higher ability, flexibility, and accuracy than the RBF and LR.

[1]  Mehdi Nikoo,et al.  Principal Component Analysis combined with a Self Organization Feature Map to determine the pull-off adhesion between concrete layers , 2015 .

[2]  Łukasz Sadowski New non-destructive method for linear polarisation resistance corrosion rate measurement , 2010 .

[3]  Marijana Hadzima-Nyarko,et al.  Estimation of Fundamental Period of Reinforced Concrete Shear Wall Buildings using Self Organization Feature Map , 2017 .

[4]  S. A. Alghamdi,et al.  Service life prediction of RC structures based on correlation between electrochemical and gravimetric reinforcement corrosion rates , 2014 .

[5]  Mehdi Nikoo,et al.  Determination of Damage in Reinforced Concrete Frames with Shear Walls Using Self-Organizing Feature Map , 2017, Appl. Comput. Intell. Soft Comput..

[6]  M. Stern,et al.  Electrochemical Polarization I . A Theoretical Analysis of the Shape of Polarization Curves , 1957 .

[7]  Peter W. Tse,et al.  A Signal Processing Approach with a Smooth Empirical Mode Decomposition to Reveal Hidden Trace of Corrosion in Highly Contaminated Guided Wave Signals for Concrete-Covered Pipes , 2017, Sensors.

[8]  Amir Nasrollahi,et al.  Optimum shape of large-span trusses according to AISC-LRFD using Ranked Particles Optimization , 2017 .

[9]  Mehdi Nikoo,et al.  Corrosion current density prediction in reinforced concrete by imperialist competitive algorithm , 2014, Neural Computing and Applications.

[10]  Esko Sistonen,et al.  Neural network based hygrothermal prediction for deterioration risk analysis of surface-protected concrete façade element , 2016 .

[11]  Luis Eduardo Mujica,et al.  Damage classification in structural health monitoring using principal component analysis and self‐organizing maps , 2013 .

[12]  J. Randles Kinetics of rapid electrode reactions , 1947 .

[13]  Onur Avci,et al.  Self-Organizing Maps for Structural Damage Detection: A Novel Unsupervised Vibration-Based Algorithm , 2016 .

[14]  Arnaud Castel,et al.  Prediction of reinforcement corrosion using corrosion induced cracks width in corroded reinforced concrete beams , 2014 .

[15]  Md. Safiuddin,et al.  Concrete Damage in Field Conditions and Protective Sealer and Coating Systems , 2017 .

[16]  Kasım Mermerdaş,et al.  Assessment of shear capacity of adhesive anchors for structures using neural network based model , 2016 .

[17]  Nur Yazdani,et al.  An Experimental Study for Quantitative Estimation of Rebar Corrosion in Concrete Using Ground Penetrating Radar , 2016 .

[18]  Iman Mansouri,et al.  Prediction of Ultimate Strain and Strength of FRP-Confined Concrete Cylinders Using Soft Computing Methods , 2017 .

[19]  Esra Mete Güneyisi,et al.  Evaluation and modeling of ultimate bond strength of corroded reinforcement in reinforced concrete elements , 2016 .

[20]  Goran Turk,et al.  The use of artificial neural networks for modeling air void content in aggregate mixture , 2016 .

[21]  Teuvo Kohonen,et al.  Essentials of the self-organizing map , 2013, Neural Networks.

[22]  Alessandro Palermo,et al.  Seismic Behavior of Corroded RC Bridges: Review and Research Gaps , 2016 .

[23]  Chang-Geun Cho,et al.  Resistance of Alkali-Activated Slag Concrete to Chloride-Induced Corrosion , 2015 .

[24]  S. Shapiro,et al.  An Analysis of Variance Test for Normality (Complete Samples) , 1965 .

[25]  Hojjat Adeli,et al.  Neural Network, Machine Learning, and Evolutionary Approaches for Concrete Material Characterization , 2016 .

[26]  Ali Ghorbani,et al.  Estimating shear wave velocity of soil deposits using polynomial neural networks: Application to liquefaction , 2012, Comput. Geosci..

[27]  Edoardo Proverbio,et al.  Identification of corrosion mechanisms by univariate and multivariate statistical analysis during long term acoustic emission monitoring on a pre-stressed concrete beam , 2013 .

[28]  V. Saraswathy,et al.  Corrosion Monitoring of Reinforced Concrete Structures – A Review , 2007, International Journal of Electrochemical Science.

[29]  Jukka Lahdensivu,et al.  The corrosion rate in reinforced concrete facades exposed to outdoor environment , 2017 .

[30]  Suvash Chandra Paul,et al.  Chloride-induced corrosion modelling of cracked reinforced SHCC , 2016 .

[31]  Zahra Mohammadi,et al.  A hybrid intelligent model combining ANN and imperialist competitive algorithm for prediction of corrosion rate in 3C steel under seawater environment , 2017, Neural Computing and Applications.

[32]  Fatih Onur Hocaoglu,et al.  Modeling corrosion currents of reinforced concrete using ANN , 2009 .

[33]  Esko Sistonen,et al.  Machine learning for durability and service-life assessment of reinforced concrete structures: Recent advances and future directions , 2017 .

[34]  Ali Kaveh,et al.  A new hybrid meta-heuristic for structural design: ranked particles optimization , 2014 .

[35]  Mehdi Nikoo,et al.  Determination of compressive strength of concrete using Self Organization Feature Map (SOFM) , 2013, Engineering with Computers.

[36]  Holger R. Maier,et al.  Input determination for neural network models in water resources applications. Part 2. Case study: forecasting salinity in a river , 2005 .

[37]  Mark A. Williams,et al.  Non-Destructive Study of the Microstructural Effects of Sodium and Magnesium Sulphate Attack on Mortars Containing Silica Fume Using Impedance Spectroscopy , 2017 .

[38]  Kasım Mermerdaş,et al.  Numerical modeling of time to corrosion induced cover cracking in reinforced concrete using soft-computing based methods , 2014, Materials and Structures.

[39]  L. Sadowski Non-destructive investigation of corrosion current density in steel reinforced concrete by artificial neural networks , 2013 .

[40]  Pedro Garcés,et al.  Graphite–Cement Paste: A New Coating of Reinforced Concrete Structural Elements for the Application of Electrochemical Anti-Corrosion Treatments , 2016 .

[41]  Mohammad Mahmudur Rahman,et al.  Use of a Self-Organizing Map for Crack Detection in Highly Textured Pavement Images , 2015 .

[42]  Murat Ates,et al.  A review on conducting polymer coatings for corrosion protection , 2016 .