Advances in Concrete Construction

Volume 21, Number 3, 2026, pages 365-378

DOI: 10.12989/acc.2026.21.3.365

Sulfate ingress simulation in concrete considering repairing and temperature condition

Keun-Hyeok Yang , Seung-Jun Kwon , Hyeon-Woo Lee , Ahmed K. Alkaabi , Gyeong-Hee An , Ji-Won Hwang

Abstract

In the high exterior temperature, the cracking possibility due to hydration heat and drying shrinkage also increases, and the ion penetration and the related corrosion increase since the ions move rapidly. In this study, the sulfate diffusion behavior with increasing temperature was evaluated and its activation energy was derived for evaluating the deterioration behavior in the NPP (Nuclear Power Plant) concrete for sulfate ion ingress. After obtaining the materials used in the NPP, concrete samples were prepared, and the temperature-dependent sulfate diffusion coefficients were obtained while elevating the temperature from 20oC to 50oC with 10oC interval. During the process of temperature elevating, the diffusion coefficient increased to a level of 3.4 times, and the activation energy range was measured to 19.4-28.9 KJ/mol with average of 22.3 KJ/mol, which had no significant differences from the those of chloride diffusion results. Finally, the sulfate ion ingress behavior was simulated considering effect of temperature, repairing thickness, and cover depth, which showed a significant sulfate intrusion due to elevated temperature.

Key Words

activation energy; diffusion; NPP; repairing; sulfate ion; temperature effect

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