Effect of fatigue loading on the bond behaviour between UHM CFRP plates and steel plates

被引:71
|
作者
Wu, Chao [1 ]
Zhao, Xiao Ling [1 ]
Chiu, Wing Kong [2 ]
Al-Mahaidi, Riadh [3 ]
Duan, Wen Hui [1 ]
机构
[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3168, Australia
[2] Monash Univ, Dept Mech & Aerosp Engn, Clayton, Vic 3168, Australia
[3] Swinburne Univ Technol, Fac Engn & Ind Sci, Hawthorn, Vic 3122, Australia
基金
澳大利亚研究理事会;
关键词
Carbon fibre; Laminates; Debonding; Fatigue; CFRP-to-steel bond; FRP; STRENGTH; PERFORMANCE;
D O I
10.1016/j.compositesb.2013.02.040
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Extensive research has been conducted on static bond behaviour between CFRP and steel. However, very limited research is available on the effect of fatigue loading on the bond behaviour between CFRP and steel. This paper attempts to fill the knowledge gap in this area. A series of static and fatigue tests on UHM (ultra high modulus) CFRP plate and steel plate double strap joints were conducted. Five specimens were tensioned to failure under static loading as control specimens. The other 12 specimens were tested under fatigue loading with load ratios ranging from 0.2 to 0.6 (defined as the ratio of the maximum fatigue load to the average static bond strength of control specimens). After going through pre-set number of fatigue cycles, the specimens were tensioned to failure under static loading. The failure modes, residual bond strength and residual bond stiffness of such specimens were compared with those of control specimens, to facilitate the investigation of the effect of fatigue loading on the bond behaviour. Microscopic investigation was also performed to reveal the underlying failure mechanism. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:344 / 353
页数:10
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