Debonding of CFRP-to-steel joints with CFRP delamination
Source abstract
Abstract
Abstract Extensive experiments were conducted to investigate the bond characteristics of CFRP-to-steel joints on cohesive failure, which is considered as the ideal failure mode. In this present article, the main aim is to demonstrate the rationality of CFRP delamination and to provide a detailed understanding of bond characteristics on delamination failure using experiments. A series of single slap bond tests were conducted on CFRP–steel joints with three different adhesives, which individually represent the linear and nonlinear adhesive of the CFRP delamination failure and the adhesive of the cohesive failure for comparison. Experimental results presented include failure modes, bond strength, strain distribution, load–displacement and bond–slip relationship. Finally, bond–slip models are proposed for linear and nonlinear adhesive of CFRP delamination failure mode.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Concrete Corrosion and Durability · Mechanical Behavior of Composites
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (21)
Show source-provided references
1. A review on steel/CFRP strengthening systems focusing environmental performance10.1016/j.conbuildmat.2013.04.049 ↗
2. A review on strengthening steel beams using FRP under fatigue10.1155/2014/702537 ↗
3. Debonding failures in CFRP–strengthened steel structures
4. Effect of dynamic loading and environmental conditions on the bond between CFRP and steel: state-of-the-art review10.1061/(ASCE)CC.1943-5614.0000419 ↗
5. State-of-the-art review on FRP strengthened steel structures10.1016/j.engstruct.2006.10.006 ↗
6. A new bond–slip model for adhesive in CFRP–steel composite systems10.1016/j.engstruct.2011.08.037 ↗
7. Bond of FRP reinforcement in concrete-a challenge10.1023/A:1025642411103 ↗
8. Stress transfer and fracture propagation in different kinds of adhesive joints10.1061/(ASCE)0733-9399(2002)128:5(562) ↗
9. Full-range behavior of FRP-to-concrete bonded joints10.1016/j.engstruct.2003.11.006 ↗
10. Strengthening of steel structures with fiber-reinforced polymer composites10.1016/j.jcsr.2012.06.011 ↗
11. Experimental study on CFRP-to-steel bonded interfaces10.1016/j.compositesb.2012.01.024 ↗
12. Adhesively-bonded joints and repairs in metallic alloys, polymers and composite materials: adhesives, adhesion theories and surface pretreatment10.1023/B:JMSC.0000007726.58758.e4 ↗
13. Surface modification of aircraft used composites for adhesive bonding10.1016/j.ijadhadh.2014.01.004 ↗
14. Derivation of the bond–slip characteristics for FRP plated steel members10.1016/j.jcsr.2010.03.003 ↗
15. Behavior of CFRP laminates bonded to a steel substrate using a ductile adhesive
16. Fernando · 2010
17. Effect of carbon nanotube modified epoxy adhesive on CFRP-to-steel interface10.1016/j.compositesb.2015.03.063 ↗
18. Bond characteristics between ultra high modulus CFRP laminates and steel10.1016/j.tws.2011.10.010 ↗
19. Behaviour of FRP-to-steel bonded joints
20. Finite element modelling of debonding failures in steel beams flexurally strengthened with CFRP laminates10.1016/j.engstruct.2015.01.003 ↗
21. Preparation and characterization of steel surfaces for adhesive bonding10.1061/(ASCE)CC.1943-5614.0000387 ↗