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人工气候加速锈蚀后钢筋混凝土粘结性能试验研究
引用本文:戴靠山,袁迎曙,杨广.人工气候加速锈蚀后钢筋混凝土粘结性能试验研究[J].混凝土,2004(11):45-48.
作者姓名:戴靠山  袁迎曙  杨广
作者单位:1. 中国矿业大学建筑工程学院,江苏,徐州,221008
2. 中国矿业大学建筑设计研究院,江苏,徐州,221008
基金项目:国家自然科学基金资助项目(50078054)
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。

关 键 词:人工气候  加速锈蚀  钢筋混凝土  粘结  循环加载
文章编号:1002-3550(2004)11-0045-04

Bond behavior between concrete and steel bars corroded by the artificial climate accelerated corrosion technique
DAI Kao-shan,YUAN Ying-shu,YANG Guang.Bond behavior between concrete and steel bars corroded by the artificial climate accelerated corrosion technique[J].Concrete,2004(11):45-48.
Authors:DAI Kao-shan  YUAN Ying-shu  YANG Guang
Abstract: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.
Keywords:the artificial climate  accelerated corrosion  reinforced concrete  bond  cyclic loading
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