Long-term corrosion behavior of reinforced recycled aggregate concrete under acid rain condition

The corrosion resistance of reinforced concrete (RC) is critical for long-term durability, particularly in recycled aggregate concrete (RAC) exposed to sulfate attacks. To enhance knowledge about anti-corrosion measures in concrete structures and optimize RAC mix proportions, this study evaluates the corrosion resistance of RAC at early age, mid-term, and long-term stages (28, 90, 180, 365, and 730 days) with varying percentages of coarse recycled concrete aggregate (RCA) replacement (0%, 50%, and 100%) and different dosages of nano-silica (NS). The RAC specimens were subjected to acid rain simulation and immersion in acidic solution. The results indicated that Half-cell potential decreased by ~300–400 mV in RAC under acid rain simulation, exceeding reductions in submerged acidic solutions. This disparity was linked to higher oxygen exposure during acid rain’s drying-wetting cycles. NS mitigated corrosion, preserving half-cell potentials closer to neutral conditions. Additionally, compressive strength (CS) of RAC declined by 28 to 49% at pH 2.5 to 5.5 after 730 days, with pH 2.5 causing the most severe degradation. Conversely, neutral conditions (pH 7) increased strength by ~15%, attributed to curing effects. NS enhanced strength retention, particularly in specimens with 50% RCA. Prolonged exposure to acidic conditions led to increased porosity in all RAC specimens, which consequently caused a decline in electrical resistivity (ER) by 30–50%, and increase in sorptivity coefficient (SC) by 40–60%. Scanning electron microscopy (SEM) analysis revealed that the addition of NS significantly improved the corrosion resistance of RAC. • Long-term corrosion resistance of recycled aggregate concrete was studied. • The effects of acid rain and submerging in acidic solution were compared. • Effects of RCA replacement ratio, NS, and acidity on RAC properties were studied. • The half-cell potential, CS, and ER were decreased in acidic conditions. • The SC of RAC increased in both acidic conditions.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-05-27
DOI
https://doi.org/10.1016/j.cscm.2025.e04834
Citations
5
Primary Topic
Recycled Aggregate Concrete Performance
Type
article
Field-Weighted Citation Impact
5.03
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article

Long-term corrosion behavior of reinforced recycled aggregate concrete under acid rain condition

Mahdi Mahdikhani, Omid Bamshad, Mehran Shirvani, Alireza Habibi et al.
5 citations
Case Studies in Construction Materials
Recycled Aggregate Concrete Performance
5.03
article

Long-term corrosion behavior of reinforced recycled aggregate concrete under acid rain condition

Mahdi Mahdikhani, Omid Bamshad, Mehran Shirvani, Alireza Habibi, Iman Hakamian
article en
5 citations

Abstract

The corrosion resistance of reinforced concrete (RC) is critical for long-term durability, particularly in recycled aggregate concrete (RAC) exposed to sulfate attacks. To enhance knowledge about anti-corrosion measures in concrete structures and optimize RAC mix proportions, this study evaluates the corrosion resistance of RAC at early age, mid-term, and long-term stages (28, 90, 180, 365, and 730 days) with varying percentages of coarse recycled concrete aggregate (RCA) replacement (0%, 50%, and 100%) and different dosages of nano-silica (NS). The RAC specimens were subjected to acid rain simulation and immersion in acidic solution. The results indicated that Half-cell potential decreased by ~300–400 mV in RAC under acid rain simulation, exceeding reductions in submerged acidic solutions. This disparity was linked to higher oxygen exposure during acid rain’s drying-wetting cycles. NS mitigated corrosion, preserving half-cell potentials closer to neutral conditions. Additionally, compressive strength (CS) of RAC declined by 28 to 49% at pH 2.5 to 5.5 after 730 days, with pH 2.5 causing the most severe degradation. Conversely, neutral conditions (pH 7) increased strength by ~15%, attributed to curing effects. NS enhanced strength retention, particularly in specimens with 50% RCA. Prolonged exposure to acidic conditions led to increased porosity in all RAC specimens, which consequently caused a decline in electrical resistivity (ER) by 30–50%, and increase in sorptivity coefficient (SC) by 40–60%. Scanning electron microscopy (SEM) analysis revealed that the addition of NS significantly improved the corrosion resistance of RAC. • Long-term corrosion resistance of recycled aggregate concrete was studied. • The effects of acid rain and submerging in acidic solution were compared. • Effects of RCA replacement ratio, NS, and acidity on RAC properties were studied. • The half-cell potential, CS, and ER were decreased in acidic conditions. • The SC of RAC increased in both acidic conditions.

Case Studies in Construction MaterialsVol. 22
University of Tehran (IR), Iran University of Science and Technology (IR), Imam Khomeini International University (IR)
Openalex Percentile: Top 5%
Recycled Aggregate Concrete Performance
5.03
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