Curing effects on steel/CFRP double strap joints under combined mechanical load, temperature and humidity

被引:59
作者
Tien-Cuong Nguyen [1 ]
Bai, Yu [1 ]
Zhao, Xiao-Ling [1 ]
Al-Mahaidi, Riadh [2 ]
机构
[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
[2] 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
CFRP; Steel; Double strap joint; Durability; Environmental effects; Curing; GLASS-TRANSITION TEMPERATURE; EPOXY-RESIN; STRUCTURAL ADHESIVES; STRENGTH; SYSTEM; TUBES; DURABILITY; DEPENDENCE; ABSORPTION; BEHAVIOR;
D O I
10.1016/j.conbuildmat.2012.11.035
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper examines the effects of curing conditions on the performance of steel/CFRP double strap joints subjected to combined loading, cyclic temperature and humidity. A series of joints, cured respectively at an elevated temperature (120 degrees C) and room temperature (about 23 degrees C) were exposed to different combined environmental and loading conditions. It was found that curing at an elevated temperature had no effects on the joint ultimate strength tested at room temperature. However, at 50 degrees C, the joints cured at 120 degrees C showed almost no strength reduction, in comparison to those cured at room temperature with a 50% strength reduction. Curing at elevated temperature also helped to improve the time-to-failure of joints: joints cured at room temperature failed within less than 2 h when exposed to the environmental conditions, while joints cured at 120 degrees C could survive up to 270 h, dependent on the applied load levels. Partial safety factors proposed in design guidelines for FRP composites under environmental effects were used to evaluate the experimental results obtained, suggesting a very critical degradation of joint mechanical properties due to the environmental effects investigated in this study. (C) 2012 Published by Elsevier Ltd.
引用
收藏
页码:899 / 907
页数:9
相关论文
共 34 条