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碳纤维布加固钢筋混凝土小偏心受压柱的可靠度分析
引用本文:张敏,赵军,唐爱华,朱暾.碳纤维布加固钢筋混凝土小偏心受压柱的可靠度分析[J].桂林工学院学报,2007,27(4):516-520.
作者姓名:张敏  赵军  唐爱华  朱暾
作者单位:1. 桂林工学院,土木工程系,广西,桂林,541004
2. 桂林工学院,土木工程系,广西,桂林,541004;广西大学,土木建筑工程学院,南宁,530004
3. 武汉大学,土木建筑工程学院,武汉,430072
基金项目:广西自然科学基金资助项目(桂科青0542103),广西区教育厅科研项目(桂教科[2004]20)
摘    要:对碳纤维布(CFRP)横向约束的混凝土矩形偏心受压柱进行了静载性能试验,测得了小偏心受压柱加固后的极限承载力,并在小偏心范围内,对不同偏心率下的CFRP加固混凝土柱受压的极限承载力和可靠度作了分析.结果表明:外贴CFRP能有效地提高小偏心受压混凝土柱的抗压极限承载力和可靠度,且其极限承载力和可靠度的提高幅度随偏心距减小而增大.

关 键 词:CFRP  偏心受压  钢筋混凝土柱  可靠度  加固
文章编号:1006-544X(2007)04-0516-05
收稿时间:2006-08-28
修稿时间:2006年8月28日

Reliability of Small Eccentrically Loaded and Reinforced Concrete Columns with Carbon Fiber Sheets
ZHANG Min,ZHAO Jun,TANG Ai-hua,ZHU Tun.Reliability of Small Eccentrically Loaded and Reinforced Concrete Columns with Carbon Fiber Sheets[J].Journal of Guilin University of Technology,2007,27(4):516-520.
Authors:ZHANG Min  ZHAO Jun  TANG Ai-hua  ZHU Tun
Abstract:Reinforced concrete rectangular columns covered with carbon fiber sheets under eccentric pressure are studied experimentally and theoretically.After the ultimate bearing capacity of the columns is tested,the ultimate bearing capacity and reliability of the reinforced concrete columns covered with carbon fiber sheets are analyzed within the little range of eccentricity.It is shown that the increase of the ultimate bearing capacity and reliability is obvious with the help of carbon fiber sheets,and the increasing amplitude is increased if the eccentric distance is decreased.
Keywords:carbon fiber reinforced polymer  eccentric compression  reinforced concrete columns  reliability  strengthen
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