Effects of elevated temperature on epoxy bonded CFRP-to-steel joints in Mode I fracture

被引:5
作者
Jabbari, Milad [1 ]
Raftery, Gary M. [1 ]
Lim, James B. P. [1 ]
机构
[1] Univ Auckland, Dept Civil & Environm Engn, Auckland, New Zealand
关键词
Adhesive CFRP-to-steel joints; Peel strength; Elevated temperature; Environmental durability; Mode I fracture; CFRP/STEEL JOINTS; STRUCTURAL ADHESIVE; BEHAVIOR; DURABILITY; FATIGUE; COMPOSITES; STRENGTH; MOISTURE;
D O I
10.1016/j.istruc.2021.06.089
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study was undertaken to further knowledge in relation to the effect of elevated temperature on performance of adhesively bonded CFRP-to-steel joints subjected to peel loading. Two epoxy adhesives, Adhesive A and Adhesive B, were assessed with regard to their aging behaviour at two elevated temperatures and for two exposure periods. Adhesive coupon specimens and a modified Mode I fracture test arrangement for use with dissimilar materials was used in the test programme. In total, thirty CFRP-to-steel bonded specimens and thirty adhesive coupons were evaluated. Exposure of coupons of both adhesives to elevated temperatures resulted in a considerable reduction in elastic moduli. Maximum strain of adhesive coupons fabricated with Adhesive A and B experienced an overall average increase of 30% and 39%, respectively, after exposure to elevated temperatures. The maximum failure load of fracture specimens manufactured with Adhesive A and B reduced up to 9% and 12%, respectively, after exposure to elevated temperature. Despite possessing higher strain energy release rate and higher load carrying capacity of fracture specimens manufactured with Adhesive B compared to Adhesive A, the bonding performance of Adhesive B is more affected by elevated temperature and this needs to be noted when using Adhesive B in areas with hot climates.
引用
收藏
页码:3540 / 3549
页数:10
相关论文
共 43 条
[1]   Wet thermo-mechanical behavior of steel-CFRP joints - An experimental study [J].
Agarvval, Ankit ;
Foster, Stephen J. ;
Hamed, Ehab .
COMPOSITES PART B-ENGINEERING, 2015, 83 :284-296
[2]   Testing of new adhesive and CFRP laminate for steel-CFRP joints under sustained loading and temperature cycles [J].
Agarwal, Ankit ;
Foster, Stephen J. ;
Hamed, Ehab .
COMPOSITES PART B-ENGINEERING, 2016, 99 :235-247
[3]   Influence of freeze-thaw cycling on the bond strength of steel-FRP lap joints [J].
Agarwal, Ankit ;
Foster, Stephen J. ;
Hamed, Ehab ;
Ng, Tian Sing .
COMPOSITES PART B-ENGINEERING, 2014, 60 :178-185
[4]   Effect of elevated temperature on bond behaviour of high modulus CFRP/steel double-strap joints [J].
Al-Shawaf, A. ;
Al-Mahaidi, R. ;
Zhao, X-L .
AUSTRALIAN JOURNAL OF STRUCTURAL ENGINEERING, 2009, 10 (01) :63-74
[6]   Adhesive rheology impact on wet lay-up CFRP/steel joints' behaviour under infrastructural subzero exposures [J].
Al-Shawaf, Ahmed ;
Zhao, Xiao-Ling .
COMPOSITES PART B-ENGINEERING, 2013, 47 :207-219
[7]  
[Anonymous], 2012, 5272 BS EN ISO
[8]  
[Anonymous], 2009, 252172009 BS ISO
[9]   Mode I fracture of epoxy bonded composite joints - 2. Fatigue loading [J].
Ashcroft, IA ;
Shaw, SJ .
INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES, 2002, 22 (02) :151-167
[10]   Effect of Temperature on Tensile Strength and Mode I Fracture Toughness of a High Temperature Epoxy Adhesive [J].
Banea, M. D. ;
da Silva, L. F. M. ;
Campilho, R. D. S. G. .
JOURNAL OF ADHESION SCIENCE AND TECHNOLOGY, 2012, 26 (07) :939-953