摘要
设计制作12根钢筋混凝土试验柱,研究在轴心受压、小偏心受压和大偏心受压条件下试验柱承载力的降低规律和碳纤维布(CFRP)加固后锈损柱承载力恢复的规律。
Regarding to the possibility of corroded stirrups losing effectiveness locally in columns, 12 specimen columns are designed and made to study the decreasing law of the load-carrying capacity of corroded reinforced concrete columns subjected to the axial, small eccentric and large eccentric loads and the recovering law of that strengthened with carbon fiber composite sheet （CFRP）.
出处
《建筑技术》
北大核心
2011年第12期1134-1138,共5页
Architecture Technology
基金
江苏省博士后基金资助(编号:0901088C)
关键词
锈蚀钢筋混凝土柱
碳纤维加固
承载力
变形能力
corroded reinforced concrete column
strengthened with carbon fiber composite sheet （CFRP）
load-carrying capacity
deformability
