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CREEP EFFECT ON ULTIMATE STRENGTH OF CONCRETE COLUMNS

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成果类型:
期刊论文、会议论文
作者:
Cao, Guo-Hui*;He, Ran;Liu, Xiao-Fang;Liu, Xiang-Rong
通讯作者:
Cao, Guo-Hui
作者机构:
[Liu, Xiao-Fang; Cao, Guo-Hui; Liu, Xiang-Rong; He, Ran] Hunan City Univ, Sch Civil Engn, Yiyang 413000, Peoples R China.
通讯机构:
[Cao, Guo-Hui] H
Hunan City Univ, Sch Civil Engn, Yiyang 413000, Peoples R China.
语种:
英文
关键词:
Concrete columns;creep;ultimate strength
期刊:
4TH INTERNATIONAL SYMPOSIUM ON LIFETIME ENGINEERING OF CIVIL INFRASTRUCTURE
年:
2009
页码:
665-670
会议名称:
The 4th Internatiuonal Symposium on Lifetime Engineering of Civil Infrastructure(第四届土木工程结构生命周期国际学术研讨会)
会议论文集名称:
The 4th Internatiuonal Symposium on Lifetime Engineering of Civil Infrastructure(第四届土木工程结构生命周期国际学术研讨会)论文集
会议时间:
2009-10-26
会议地点:
长沙
会议赞助商:
中国林业科技大学
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
Long-term mechanical properties test for 864 days were completed on three types column, including plain concrete(PC), reinforced concrete(RC) and concrete-filled steel tube(CFST) columns, the creep performance and ultimate strength were tested and analyzed. Creep test results show that reinforcement can significantly reduce the creep deformation of concrete columns. The creep coefficient of steel pipe surface is larger than that of inner concrete for CFST columns, it would last a long time for the creep of inner concrete to achieve stability. The ultimate strength test results show that loadin...

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