Fatigue behavior of FRP-to-steel bonded interface: An experimental study with a damage plasticity model
Source abstract
Abstract
This study presents an experimental and theoretical investigation into the bond-slip relation of a CFRP-to-steel bonded interface under cyclic loading. It was observed that the peak interfacial shear stress during cyclic loading was lower than that during monotonic loading. A damaged-plasticity-type bond-slip relation was developed to model the constitutive behavior of the bonded interface under quasi-static cyclic loading. This was further extended by developing a model for the damage accumulation rate to account for the damage evolution under fatigue cyclic loading. The predictions from the theoretical models were found to be conservative as compared to the experimental results.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Mechanical Behavior of Composites · Concrete Corrosion and Durability
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (61)
Show source-provided references
1. Hollaway LC, Leeming M. Strengthening of reinforced concrete structures: using externally-bonded FRP composites in structural and civil engineering. Elsevier; 1999.10.1533/9781855737617 ↗
2. Fiber-reinforced polymer composites for construction—state-of-the-art review10.1061/(ASCE)1090-0268(2002)6:2(73) ↗
3. Hollaway LC, Teng J-G. Strengthening and rehabilitation of civil infrastructures using fibre-reinforced polymer (FRP) composites. Elsevier; 2008.10.1533/9781845694890 ↗
4. FRP strengthening of full-scale PC girders10.1061/(ASCE)CC.1943-5614.0000112 ↗
5. Experimental study on full-scale pretensioned bridge girder damaged by vehicle impact and repaired with fiber-reinforced polymer technology10.1061/(ASCE)CC.1943-5614.0000383 ↗
6. FRP strengthening of 60 year old pre-stressed concrete bridge deck units10.1016/j.engstruct.2017.03.062 ↗
7. Teng J, Fernando D, Yu T, Zhao X. Debonding failures in CFRP-strengthened steel structures. Proceedings of the Third Asia-Pacific Conference on FRP in Structures 2012.
8. Flexural and interfacial behavior of metallic beams strengthened by prestressed bonded plates10.1016/j.compstruct.2013.01.021 ↗
9. Fatigue strengthening of damaged metallic beams using prestressed unbonded and bonded CFRP plates10.1016/j.ijfatigue.2012.03.006 ↗
10. Lateral-torsional buckling of steel I-beams retrofitted by bonded and un-bonded CFRP laminates with different pre-stress levels: experimental and numerical study10.1016/j.conbuildmat.2014.11.070 ↗
11. Torsional strengthening of steel circular hollow sections (CHS) using CFRP composites10.1016/j.engstruct.2018.06.014 ↗
12. Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using pre-stressed CFRP plates10.1016/j.compositesb.2014.08.026 ↗
13. Strengthening of a 19th-century roadway metallic bridge using nonprestressed bonded and prestressed unbonded CFRP plates10.1016/j.conbuildmat.2019.03.095 ↗
14. Prestressed CFRP-strengthening and long-term wireless monitoring of an old roadway metallic bridge10.1016/j.engstruct.2018.09.042 ↗
15. Bassetti A, Nussbaumer A, Hirt MA. Fatigue life extension of riveted bridge members using prestressed carbon fiber composite. Proceedings of the International Conference on Steel Structures of the 2000's ECCS2000.
16. Crack growth induced delamination on steel members reinforced by prestressed composite patch10.1046/j.1460-2695.2003.00642.x ↗
17. Application of fiber reinforced polymer overlays to extend steel fatigue life10.1061/(ASCE)1090-0268(2003)7:4(331) ↗
18. Fatigue strength of steel girders strengthened with carbon fiber reinforced polymer patch10.1061/(ASCE)0733-9445(2003)129:2(186) ↗
19. Fatigue and overloading behavior of steel–concrete composite flexural members strengthened with high modulus CFRP materials10.1061/(ASCE)1090-0268(2007)11:6(659) ↗
20. State-of-the-art review on FRP strengthened steel structures10.1016/j.engstruct.2006.10.006 ↗
21. Fatigue performance of tensile steel members strengthened with CFRP plates10.1016/j.compstruct.2008.02.004 ↗
22. Prediction of fatigue life for CFRP-strengthened steel plates10.1016/j.tws.2008.10.011 ↗
23. Experimental study on repair of fatigue cracks at welded web gusset joint using CFRP strips10.1016/j.tws.2008.10.016 ↗
24. Strengthening of old metallic structures in fatigue with prestressed and non-prestressed CFRP laminates10.1016/j.conbuildmat.2008.08.001 ↗
25. Experimental and numerical study of the fatigue behaviour of composite patch reinforced cracked steel plates10.1016/j.ijfatigue.2009.04.006 ↗
26. Fatigue behavior of notched steel beams reinforced with bonded CFRP plates: determination of prestressing level for crack arrest10.1016/j.engstruct.2012.06.047 ↗
27. Effect of fatigue loading on the bond behaviour between UHM CFRP plates and steel plates10.1016/j.compositesb.2013.02.040 ↗
28. Mixed mode I/II fatigue crack arrest in steel members using prestressed CFRP reinforcement10.1016/j.ijfatigue.2019.06.020 ↗
29. Fatigue design criteria for strengthening metallic beams with bonded CFRP plates10.1016/j.engstruct.2015.07.048 ↗
30. Experimental study on CFRP-to-steel bonded interfaces10.1016/j.compositesb.2012.01.024 ↗
31. Behavior of CFRP laminates bonded to a steel substrate using a ductile adhesive10.1061/(ASCE)CC.1943-5614.0000439 ↗
32. Short-term bond behavior and debonding capacity of prestressed CFRP composites to steel substrate10.1016/j.engstruct.2018.09.025 ↗
33. Behavior of prestressed CFRP plates bonded to steel substrate: numerical modeling and experimental validation10.1016/j.compstruct.2018.09.023 ↗
34. Experimental study on CFRP-to-steel bonded interfaces under quasi-static cyclic loading10.1061/(ASCE)CC.1943-5614.0000945 ↗
35. Cohesive zone modeling of interfacial stresses in plated beams10.1016/j.ijsolstr.2009.08.010 ↗
36. Coupled mixed-mode cohesive zone modeling of interfacial debonding in simply supported plated beams10.1016/j.ijsolstr.2013.03.035 ↗
37. Behavior and modeling of CFRP-strengthened rectangular steel tubes subjected to a transverse end bearing load10.1142/S0219455415400313 ↗
38. Finite element modelling of debonding failures in steel beams flexurally strengthened with CFRP laminates10.1016/j.engstruct.2015.01.003 ↗
39. 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 ↗
40. Matta F. Bond between steel and CFRP laminates for rehabilitation of metallic bridges. Faculty of Engineering, University of Padua, Padua; 2003.
41. Effect of fatigue loading on bond strength between CFRP sheets and steel plates10.1142/S0219455410003348 ↗
42. Strengthening of a steel bridge girder using CFRP plates10.1061/(ASCE)1084-0702(2001)6:6(514) ↗
43. Zhou H. Behaviour of FRP-to-concrete bonded joints under cyclic and thermal loading. Brisbane, Australia: School of Civil Engineering, The University of Queensland; 2019.
44. Predicting the fatigue life of adhesively-bonded joints10.1080/00218469308026589 ↗
45. Fatigue crack propagation along polymer-metal interfaces in microelectronic packages10.1109/95.650940 ↗
46. The fatigue and durability behaviour of automotive adhesives. Part I: fracture mechanics tests10.1080/00218469708010517 ↗
47. Observations of fatigue crack initiation and propagation in an epoxy adhesive10.1016/S0143-7496(96)00044-9 ↗
48. Adhesion and reliability of polymer/inorganic interfaces10.1115/1.2792642 ↗
49. An irreversible cohesive zone model for interface fatigue crack growth simulation10.1016/S0013-7944(02)00034-6 ↗
50. Paris P, Erdogan F. A critical analysis of crack propagation laws; 1963.10.1115/1.3656900 ↗
51. Fernando ND. Bond behaviour and debonding failures in CFRP-strengthened steel members, The Hong Kong Polytechnic University; 2010.
52. Bond stress–slip relationship between FRP sheet and concrete under cyclic load10.1061/(ASCE)1090-0268(2007)11:4(419) ↗
53. FRP-concrete bond behaviour under cyclic debonding force10.1260/136943309790327761 ↗
54. A unified theoretical model for the monotonic and cyclic response of FRP strips glued to concrete10.3390/polym6020370 ↗
55. A coupled damage-plasticity model for the cyclic behavior of shear-loaded interfaces10.1016/j.jmps.2015.09.002 ↗
56. The quasi-static cyclic behaviour of CFRP-to-concrete bonded joints: an experimental study and a damage plasticity model10.1016/j.engstruct.2017.10.007 ↗
57. ASTM-D3039/D3039M. Standard test method for tensile properties of polymer matrix composite materials. 2014.
58. Preparation and characterization of steel surfaces for adhesive bonding10.1061/(ASCE)CC.1943-5614.0000387 ↗
59. Modelling of CFRP-concrete shear-lap tests10.1016/j.conbuildmat.2006.06.012 ↗
60. Theoretical solutions on interfacial stress transfer of externally bonded steel/composite laminates10.2208/jscej.2001.675_27 ↗
61. Interface behavior of fiber reinforced polymer composites externally glued to quasi-brittle substrates: Department of