Experimental Study on Bond Behaviour between UHM CFRP Laminate and Steel

被引：0

作者：

Wu, Chao ^{[1
]}

Zhao, Xiao-Ling ^{[1
]}

Al-Mahaidi, Riadh ^{[2
]}

Duan, Wen Hui ^{[1
]}

机构：

[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia

[2] Swinburne Univ Technol, Fac Engn & Ind Sci, Hawthorn, Vic 3122, Australia

来源：

ADVANCES IN FRP COMPOSITES IN CIVIL ENGINEERING | 2010年

关键词：

CONCRETE; COMPOSITES;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The technique of strengthening steel structures with carbon fibre reinforced polymer (CFRP) has attracted growing attention in research field as well as in practice. A newly developed CFRP laminate with a modulus of 460GPa makes it possible to increase the elastic behaviour of strengthened steel structures. A series of tension tests were carried out with double-strap joints using different types of adhesives and bond lengths. Full range bond behaviour including bond strength, effective bond length, stress distribution and derived bond-slip relations at different locations along the bond line are presented in this paper.

引用

页码：890 / +

页数：2

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