RELIABILITY ANALYSIS ON ECCENTRICALLY LOADED REINFORCED CONCRETE COLUMNS COVERED WITH CARBON FIBER SHEETS

摘要：

The reinforced concrete rectangular columns wrapped with carbon fiber sheets under eccentric pressure are studied experimentally and theoretically. The ultimate bearing capacity of the columns are obtained, and the uhimate bearing capacity and reliability of the reinforced concrete columns covered with carbon fiber sheets are analyzed within the range of little 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 larger if the eccentric distance is smaller.

关键词： CFRP eccentric compression reinforced concrete columns reliability strengthen

作者: M. Zhang J. Zhao A. H. Tang T. Zhu

作者单位: College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China Department of Ci Department of Civil Engineering, Guilin University of Technology, Guilin, China College of Civil Eng Department of Civil Engineering, Guilin University of Technology, Guilin, China College of Civil Engineering and Architecture, Wuhan University, Wuhan, China

会议类型: 国际会议

会议名称: 2007年土木工程结构创新与可持续发展国际会议(The International Symposium on Innovation & Sustainability of Structures in Civil Engineering)

会议地点: 上海

会议语种:英文

页码: 543-551

在线出版日期: 2007-11-28（万方平台首次上网日期，不代表论文的发表时间）