摘要
在总结国内外混凝土中钢筋腐蚀试验研究最新资料的基础上 ,对钢筋表面脱钝后腐蚀的主要过程进行了机理分析 ,同时阐述了其控制腐蚀速度的具体条件。
The corrosion rate of reinforcement in concrete can be controlled by different factors under different environments.In present paper,three control factors:anodic control,cathodic control and resistance control are summarized .The corrosion mechanism of the rebar surface after depassivation is analyzed and the specific conditions of controlling the corrosion rate are also described.
出处
《工业建筑》
CSCD
北大核心
2000年第6期53-56,共4页
Industrial Construction
基金
国家基础性研究重大项目!"重大土木与水利工程安全性与耐久性基础研究"基金
