Hybrid epoxy-silyl modified polymer adhesives for CFRP sheets bonded to a steel substrate

被引:16
作者
Kim, Yail J. [1 ]
LaBere, Jared [2 ]
Yoshitake, Isamu [3 ]
机构
[1] Univ Colorado, Dept Civil Engn, Denver, CO 80202 USA
[2] J Sons Inc, Bismarck, ND USA
[3] Yamaguchi Univ, Dept Civil & Environm Engn, Ube, Yamaguchi 755, Japan
关键词
Carbon fiber; Bond; Adhesion Fiber/matrix bond; Interface; RC BEAMS; JOINTS; FRP; COMPOSITES; FRACTURE; REPAIR; STATE;
D O I
10.1016/j.compositesb.2013.03.026
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents an experimental study examining the interfacial behavior between a steel substrate and carbon fiber reinforced polymer (CFRP) sheets bonded with hybrid epoxy-silyl modified polymer (SMP) adhesives. The epoxy adhesive has high modulus and strength characteristics, while the SMP adhesive possesses a low modulus with permanent elastic nature. The hypothesis tested is that a combination of these two distinct materials can alleviate interfacial stresses along the bond line with maintaining adequate strength. Two types of double-lap tension tests are conducted to evaluate the bond-capacity of the epoxy and SMP adhesives and to study the effect of various hybrid bond schemes. Test results show that the specimens bonded with homogeneous epoxy demonstrate abrupt failure, whereas those with SMP exhibit gradual load-softening at failure. The load-carrying capacity and stiffness of the CFRP-steel interface are not influenced by hybrid bond configurations. The degree of CFRP-debonding is, however, affected by the hybrid bond scheme. Stress transfer from the steel substrate to the CFRP is well maintained along the hybrid bond line with significant local deformability of the interface layer. Analytical models report that shear stresses along the CFRP-steel interface are noticeably mitigated at geometric discontinuities and the proposed hybrid bond technique can be used for structure-level application. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:233 / 245
页数:13
相关论文
共 33 条
[1]   Experimental investigation of bond characteristics between CFRP fabrics and steel plate joints under impact tensile loads [J].
Al-Zubaidy, Haider ;
Al-Mahaidi, Riadh ;
Zhao, Xiao-Ling .
COMPOSITE STRUCTURES, 2012, 94 (02) :510-518
[2]  
[Anonymous], 2007, 440R07 ACI
[3]  
[Anonymous], 4 INT C ADV COMP MAT
[4]   A numerical evaluation of the interlaminar stress state in externally FRP plated RC beams [J].
Ascione, L ;
Berardi, VP ;
Feo, L ;
Mancusi, G .
COMPOSITES PART B-ENGINEERING, 2005, 36 (01) :83-90
[5]  
BASF, 2007, MBRACE CF130 UN HIGH
[6]  
Bostik, 2011, BOSTIK 70 03A DAT SH
[7]   Fracture energy for repaired cracks with bonded composite patch having two adhesive bands in aircraft structures [J].
Bouiadjra, B. Bachir ;
Fekirini, H. ;
Belhouari, M. ;
Boutabout, B. ;
Serier, B. .
COMPUTATIONAL MATERIALS SCIENCE, 2007, 40 (01) :20-26
[8]  
Cease H, 2006, FERMILABTM2366A US D
[9]  
Derkowski W, 2010, 3 FIB PCI INT C WASH
[10]   Bond-slip models for double strap joints strengthened by CFRP [J].
Fawzia, Sabrina ;
Zhao, Xiao-Ling ;
Al-Mahaidi, Riadh .
COMPOSITE STRUCTURES, 2010, 92 (09) :2137-2145