Impact of Artificial Corrosion Technique under Variable Acceleration on Morphological Efficacy in Reinforced Concrete Elements

Ben Matthews (Corresponding author), Alessandro Palermo, Allan Scott

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Abstract

The popularity of artificially accelerated methodologies for inducing corrosion in reinforced concrete (RC) elements has increased exponentially over recent decades due to their ability to achieve broad damage spectra within practical timespans. However, because of the time constraints often associated with experimentation, large volumes of data are obtained through excessively accelerated applications, potentially compromising the efficacy of the resulting corrosion byproducts, morphology, crack behavior, and system behavior. This paper experimentally studies the effects of the degree of acceleration on the corrosion morphology, sectional properties, crack distribution, and structural performance of laboratory-scale and large-scale RC elements. Two experimental phases are considered: a small laboratory-scale phase consisting of 24 RC cylinders and a large-scale phase involving eight circular RC columns tested under cyclic shear loading. Both phases investigate two variations of the impressed-current method for achieving artificial corrosion damage at varying current densities. The impressed-current method is divided into constant saturation and wet-dry phasing. Analyses are conducted from the local morphological scale to the global structural response and cyclic behavior of RC columns. The results emphasize that a maximum current density of 200 μA=cm2 should be implemented to ensure realistic corrosion morphologies and crack behavior. Wet-dry phasing effectively improves key sectional parameters associated with naturally occurring localized patterns, including radius of gyration, maximum eccentricity, and area pitting factor. Columns subjected to wet-dry phasing at severe levels demonstrated more significant reductions in ultimate deflection and peak shear capacity due to measurable increases in localized pitting corrosion. The final failure mechanism of columns with low amounts of corrosion was not impacted by technique or current density.
Original languageEnglish
Article number04024520
Number of pages18
JournalJournal of Materials in Civil Engineering
Volume37
Issue number2
Early online date5 Dec 2024
DOIs
Publication statusPublished - Feb 2025

Keywords

  • Corrosion
  • Chlorides
  • crack pattern
  • sectional properties
  • morphology
  • cyclic shear
  • Sectional properties
  • Morphology
  • Crack pattern
  • Cyclic shear

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