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Han-Seung Lee

Researcher at Hanyang University

Publications -  246
Citations -  4025

Han-Seung Lee is an academic researcher from Hanyang University. The author has contributed to research in topics: Corrosion & Cement. The author has an hindex of 27, co-authored 216 publications receiving 2570 citations.

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Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion

TL;DR: In this paper, the effect of reinforcement corrosion on the bond properties between concrete and reinforcement was investigated using pullout tests using reinforcements embedded in concrete specimens, which were corroded by an accelerated electric corrosion method.
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Modeling the hydration of concrete incorporating fly ash or slag

TL;DR: In this paper, the authors developed a numerical model that simulates the hydration of concrete containing fly ash or slag and determined the heat evolution rates of slag-blended concrete with different water-to-cement ratios and mineral admixture substitution ratios.
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Evaluation of the mechanical properties of steel reinforcement embedded in concrete specimen as a function of the degree of reinforcement corrosion

TL;DR: In this paper, the authors investigated the relationship between the degree of reinforcement corrosion and the mechanical properties of reinforcement and found that the chloride-induced corrosion caused the pitting and the corrosion using electrical current caused the uniformed corrosion.
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Optimum concentration of Bacillus megaterium for strengthening structural concrete

TL;DR: In this paper, five different cell concentrations of Bacillus megaterium (10 × 105 to 50 × 105 cfu/ml) were introduced in structural concrete to achieve the optimum concentration of bacteria.
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An experimental study on the retrofitting effects of reinforced concrete columns damaged by rebar corrosion strengthened with carbon fiber sheets

TL;DR: In this article, the results of an experiment study on the structural behavior of reinforced concrete (RC) columns damaged by rebar corrosion and the retrofitting effects of damaged RC columns strengthened with carbon fiber sheets (CFS) are presented.