期刊
CORROSION SCIENCE
卷 66, 期 -, 页码 160-168出版社
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.corsci.2012.09.014
关键词
Steel reinforced concrete; SEM; Rust; Interfaces
资金
- Fundamental Research Funds for the Central Universities of China [2012FZA4018]
- National Natural Science Foundation of China [51278460]
This study investigated a reinforced concrete specimen that had deteriorated in an artificial environment for 2 years. The steel/concrete interface and corrosion-induced cracks were observed by SEM to investigate the millscale on the rebar surface and the distribution of rust. The millscale was not further oxidised before the surface cracking of the concrete cover. The penetration of corrosion products into concrete and the formation of a corrosion layer proceeded simultaneously. The rust did not fill the corrosion-induced cracks in concrete. Instead of the three-stage model, a two-stage model is proposed to describe the concrete cracking process induced by steel corrosion. (c) 2012 Elsevier Ltd. All rights reserved.
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