摘要
采用人工气候加速锈蚀方法使混凝土中钢筋锈蚀,通过不同加载历史下锈后钢筋和混凝土之间粘结性能试验研究,初步探讨了循环加载下不同锈蚀程度钢筋与混凝土粘结性能。
Experiments are conducted to study bond behavior between concrete and rebar corroded through the artificial climate accelerated corrosion technique.Based on experimental results,bond performances between concrete and steel bars at different corrosion levels under cyclic loading are mainly discussed.
出处
《混凝土》
CAS
CSCD
2004年第11期45-48,共4页
Concrete
基金
国家自然科学基金资助项目(50078054)
关键词
人工气候
加速锈蚀
钢筋混凝土
粘结
循环加载
the artificial climate
accelerated corrosion
reinforced concrete
bond
cyclic loading
