Multi-NDE Technology Approach to Improve Interpretation of Corrosion in Concrete Bridge Decks Based on Electrical Resistivity Measurements

Author:

Khudhair Mustafa1,Gucunski Nenad1ORCID

Affiliation:

1. Department of Civil & Environmental Engineering, Rutgers University, Piscataway, NJ 08854, USA

Abstract

This research aimed to improve the interpretation of electrical resistivity (ER) results in concrete bridge decks by utilizing machine-learning algorithms developed using data from multiple nondestructive evaluation (NDE) techniques. To achieve this, a parametric study was first conducted using numerical simulations to investigate the effect of various parameters on ER measurements, such as the degree of saturation, corrosion length, delamination depth, concrete cover, and the moisture condition of delamination. A data set from this study was used to build a machine-learning algorithm based on the Random Forest methodology. Subsequently, this algorithm was applied to data collected from an actual bridge deck in the BEAST® facility, showcasing a significant advancement in ER measurement interpretation through the incorporation of information from other NDE technologies. Such strides are pivotal in advancing the reliability of assessments of structural elements for their durability and safety.

Funder

Ministry of Higher Education and Scientific Research in Iraq

Publisher

MDPI AG

Subject

Electrical and Electronic Engineering,Biochemistry,Instrumentation,Atomic and Molecular Physics, and Optics,Analytical Chemistry

Reference21 articles.

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3. Silva, P.C., Ferreira, R.M., and Figueiras, H. (2011, January 12–15). Electrical Resistivity as a Means of Quality Control of Concrete—Influence of Test Procedure. Proceedings of the International Conference on Durability of Building Materials and Components, Porto, Portugal.

4. Use of electrical resistivity as an indicator for durability;Sengul;Constr. Build. Mater.,2014

5. Robles, K.P.V., Yee, J.-J., and Kee, S.-H. (2022). Electrical Resistivity Measurements for Nondestructive Evaluation of Chloride-Induced Deterioration of Reinforced Concrete—A Review. Materials, 15.

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