한국콘크리트학회 2017년도 봄 학술대회 논문집, v. 29, No. 1, Page. 225-226
Abstract
The present study concerns quantitative assessment of steel co
rrosion recovery and flexural
behavior of concrete. Even after the treatment, the corrosion w
as still active; the corrosion rate
was 6.5mA/m2 and 330 mV vs. SCE in the potential. For structura
l behavior, the maximum load
was increased by corrosion on the steel bars, which was subsequently lowered by the treatment,
but still higher than for control.