Wet thermo-mechanical behavior of steel-CFRP joints - An experimental study

被引:37
作者
Agarvval, Ankit [1 ,2 ]
Foster, Stephen J. [1 ]
Hamed, Ehab [1 ]
机构
[1] Univ New S Wales, Sch Civil & Environm Engn, Ctr Infrastruct Engn & Safety, Sydney, NSW 2052, Australia
[2] Cooperat Res Ctr Adv Composite Struct, Port Melbourne, Vic, Australia
关键词
Polymer-matrix composites (PMCs); Debonding; Thermomechanical; Mechanical testing Steel-FRP joints; ELEVATED-TEMPERATURE; DURABILITY; STRENGTH; COMPOSITES; ADHESIVE;
D O I
10.1016/j.compositesb.2015.08.025
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The long term durability of CFRP strengthened steel structures is a key parameter for their safe use and effective design. Strengthened members can be subjected to different environmental conditions and loading scenarios during their service life, the effect of which on the failure mechanism of the strengthened member requires fundamental investigations. This paper presents an experimental investigation into the effects of wet thermo-mechanical loading on the bond strength and the failure mode of steel CFRP single lap joints. A total of thirty four steel CFRP single lap shear specimens were prepared and exposed to different combinations of wet thermal cycle ranges and sustained loads. The results show that these conditions (wet thermal cycles and sustained loads) have little impact on the bond strength of steel CFRP lap joint when applied separately. However, when applied simultaneously, the bond strength of the joint is significantly reduced with failure observed at less than 30% of the static strength under temperatures that are well below the glass transition temperature of the adhesive. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:284 / 296
页数:13
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