Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
4912954 | Construction and Building Materials | 2017 | 8 Pages |
Abstract
Eight reinforced concrete (RC) slabs were prepared and corroded using different accelerated corrosion setups including full-immersion, half-immersion, and wet-dry cycling, aiming to investigate their differences in terms of non-uniform corrosion distribution and expansive crack opening. Embedded steel bars were retrieved and cleaned before scanning into 3D models using a laser instrument to facilitate precise geometric measurement. Non-uniform corrosion is quantitatively characterized by a parameter Rn, whose asymptotic distributions belong to the domain of attraction of general extreme value (GEV) distribution. The results show that full-immersion method is less promising, because it generated the slightest non-uniform corrosion and expansive crack opening. The half-immersion method could be used in the research focusing merely on corroded steel bars as it led to serious non-uniform corrosion but less severe expansive cracking. Wet-dry cycling seems to be the best, whereas the impressed current density is recommended to be kept below 50 μA/cm2.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Xiaogang Wang, Xiaowei Song, Moping Zhang, Xiangbo Du,