Experimental study on the residual interfacial bonding performance between CFRPs and concrete after high temperatures

Yushi Yin , Qinhua Yang , Zhihui Zhang , Haiyang Luan , Chen Li

Advances in Bridge Engineering ›› 2025, Vol. 6 ›› Issue (1) : 24

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Advances in Bridge Engineering ›› 2025, Vol. 6 ›› Issue (1) : 24 DOI: 10.1186/s43251-025-00168-2
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Experimental study on the residual interfacial bonding performance between CFRPs and concrete after high temperatures

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Abstract

Carbon fibre reinforced polymer (CFRP) are widely used in bridge reinforcement projects. However, delamination at the CFRP-concrete interface caused by frequent fires significantly impacts structural safety, severely restricting the further and extensive development of CFRP in bridge engineering. In this paper, the sand filling method is used to quantitatively evaluate the roughness of the concrete beam's surface, and the interfacial normal and tangential bonding stresses between CFRPs and concrete after exposure to elevated temperatures were investigated. The strength grade of the concrete, concrete surface roughness and temperature were analysed to explore the behaviour of the CFRP composites. First, before the CFRP sheets were pasted, the concrete interfacial roughness was quantitatively evaluated, and 135 CFRP-concrete interfacial bonding tests were carried out. Then, two bonding models based on an elevated temperature field were proposed. Finally, the interfacial bonding failure mechanism was analysed by scanning electron microscope (SEM). The research results showed that the concrete surface roughness more significantly affects the interfacial bonding stress than does the strength grade of the concrete. The interfacial separation between CFRPs and epoxy resin occurs at 110 °C, and the glass transition temperature (Tg) is the critical factor determining the decrease in the bonding performance of CFRP composites. The two models proposed in this study exhibit high prediction accuracy and certain safety reserves and are applicable to the prediction of CFRP reinforcement design and construction after exposure to high temperatures. These models also have additional potential applications.

Keywords

Bridge engineering / Fire / Elevated temperature / CFRP / Concrete / Epoxy resin / Interface / Engineering / Civil Engineering / Materials Engineering

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Yushi Yin, Qinhua Yang, Zhihui Zhang, Haiyang Luan, Chen Li. Experimental study on the residual interfacial bonding performance between CFRPs and concrete after high temperatures. Advances in Bridge Engineering, 2025, 6(1): 24 DOI:10.1186/s43251-025-00168-2

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References

[1]

AokiMC. Effect of curing process on glass transition temperature of epoxy resins. Nihon Reoroji Gakkaishi, 2022, 50: 83-86.

[2]

Azevedo, Ana G,Barros,et al (2022) Active Flexible Films for Food Packaging: A Review.[J]. Polymers 14(12):2442

[3]

ASTM E 965 (2001) Standard test method for measuring pavement macrotexture depth using a volumetric technique. West Conshohocken (PA); ASTM International.

[4]

Adriana S. Azevedo, João P. Firmo, João R. Correia (2024) Bond behaviour at high temperatures between concrete and CFRP or steel strengthening bars applied according to the embedded through-section (ETS) technique[J]. Cement and Concrete Composites 151:105580

[5]

BisbyL, GreenM, KodurV. Modeling the behavior of fiber reinforced polymer confined concrete columns exposed to fire. J Compos Constr, 2005, 33: 15-24.

[6]

BiscaiaHC, ChastreC, ViegasA, et al. . Numerical modelling of the effects of elevated service temperatures on the debonding process of FRP-to-concrete bonded joints. Compos B, 2015, 70: 64-79.

[7]

Carina Xiaochen Li,Estelle Kalfon-Cohen,Jeonyoon Lee,et al (2025) Interlaminar reinforcement of carbon fiber reinforced polyimide composites using vertically aligned carbon nanotubes[J]. Composites Part B: Engineering 292:112098

[8]

CaoTN, XuanHN, DangDL, et al. . Deformation capacity of shear-strengthened concrete beams reinforced with FRP bars: Experimental and analytical investigations. Case Stud Constr Mat, 2022, 17: 01411

[9]

CCTV.com (2024) National Fire Rescue Bureau: In the first eight months of this year, there were 660,000 fire accidents nationwide: https://news.cctv.com/2024/09/25/ARTIs5RjthqGcVit5H64wIWN240925.shtml.

[10]

China Architecture Press (2005) Fiber Reinforced Plastics Composites-the Generals for Determination of Properties: GB/T 1446–2005. (in Chinese)

[11]

China Architecture Press (2019) Standard for Test Methods of Concrete Physical and Mechanical Properties: GB/T 50081–2019 (in Chinese)

[12]

China Architecture Press (2021) Test Method for Tensile Properties of Resin Casting Body: GB/T 2567–2021. (in Chinese)

[13]

China Planning Press (2002) Technical Specification for Strengthening and Repairing Concrete Structures with Carbon Fibre Sheets: CECS: 146–2007 (in Chinese)

[14]

DanieR, GaneshR, WaseemSA, et al. . Temperature dependent bond strength model for CFRP laminate externally bonded to heat-damaged concrete. Constr Build Mater, 2018, 190: 526-532.

[15]

Del Molino, Eider,Gutiérrez,et al (2021) Influence of Mn and Ni on austenite stabilization during a high temperature Q&P treatment(Conference Paper)[J]. Materials Science Forum (1016):379-384

[16]

FernandesMJ. Residual bond behavior between NSM CFRP and concrete at elevated temperatures. Constr Build Mater, 2020, 257: 0950-618.

[17]

FirmoJP, CorreiaJR. Fire behaviour of thermally insulated RC beams strengthened with EBR-CFRP strips: Experimental study. Compos Struct, 2015, 122: 144-154.

[18]

FirmoJP, CorreiaJR, BisbyLA. Fire behaviour of FRP-strengthened reinforced concrete structural elements: a state-of-the-art review. Compos B Eng, 2015, 80: 198-216.

[19]

GarbaczA, CourardL, KostanaK. Characterization of concrete surface roughness and its relation to adhesion in repair systems. Mat Charact, 2006, 56: 281-289.

[20]

HaddadRH, Al-Huthaifi, , et al. . A semi-empirical model for bond strength between FRP composites and concrete. Mag Concr Res, 2021, 12: 0024-9831

[21]

Hou, Yi,Cheng,et al (2021) High temperature electromagnetic interference shielding of lightweight and flexible ZrC/SiC nanofiber mats.[J]. Chemical Engineering Journal (404): 126521.

[22]

International Concrete Repair Institute (ICRI). (1997). Selecting and specifying concrete surface preparation for sealers, coatings, and polymer overlays (Technical Guideline No. 03732). Fairfax, VA: ICRI Publications.

[23]

KlamerE, HordijkD. The influence of temperature on the debonding of externally bonded CFRP, SP-230-88. Fib-TaskGroup, 2002, 09: 1551-1570

[24]

LiuXY, QinWH. Investigation on the progressive collapse resistance of three-dimensional concrete frame structures reinforced by steel-FRP composite bar. J Build Engine, 2022, 59: 2352-7102

[25]

Li Liang,Zichen Wang,Jun Wu,et al (2024) Comparative analysis of dynamic mechanical properties of steel fiber reinforced concrete under ambient temperature and after exposure to high temperatures[J]. Case Studies in Construction Materials 20:e02778

[26]

LuXL, ZhouCD, JinY. Test study on bond behavior between GFRP bar and concrete in high temperature. Journal of Building Structrues, 2007, 28: 32-39

[27]

RafalK. Laboratory Tests of RC Beams Strengthened Against Flexure and Shear by the Use of SRP Overlays. Appl Mech Mater, 2016, 837: 22-27.

[28]

SaranyaI, SunilM. Behaviour of polypropylene fibre-reinforced concrete beam with CFRP reinforcement under elevated temperature. Asian J Civil Engine, 2020, 21: 677-694.

[29]

ShangSP, YuDJ, ZhangRW. Evaluation of surface roughness on strengthened RC structure. J Building Struct, 2010, 10: 120-124

[30]

Tajmir R A, Moshiri N (2019) Inquiry into bond behavior of CFRP sheets to concrete exposed to elevated temperatures-Experimental and analytical evaluation. Composites: Part B 173:1359–8368.

[31]

WangK, GaoF, WeiY, et al. . Axial compressive behavior of seawater sea-sand coral aggregate concrete-filled circular FRP-steel composite tube columns. Constr Build Mater, 2022, 315: 0950-618.

[32]

WuZS, IwashitaK, YagashiroS, et al. . Temperature effect on bonding and debonding behavior between FRP sheet and concrete. J. soc. Mater. Sci. Jpn, 2005, 54: 474-480

[33]

XuRQ, SuJJ. Edge and crack-induced debonding analysis of FRP-strengthened concrete beams using innovative beam finite elements. J Eng Mech, 2021, 147: 0733-9399.

[34]

ZhaoZF, ZhaoGF. Experimental research on treating interface of young-old concrete with high-pressure water jet method. J Dalian Univ Tech, 1999, 39: 559-561

[35]

Zhang Chunmei,Jia Wang,Jingxuan Cai,et al (2024) The effect of evolution of rock asphalt subjected to high temperature and high pressure on the mechanical properties of oil well cement[J]. Construction and Building Materials 420:135323

Funding

he National Natural Science Foundation of China(51978501)

Innovative Research Group Project of the National Natural Science Foundation of China(51774163)

the Basic Science (Natural Science) Research Project of Higher Education Institutions in Jiangsu Province in China(No. 23KJA560008)

Jiangsu Province Housing and Construction System Technology Projec(2023ZD046)

Yangzhou Housing and Construction System Technology Project(2023JH04)

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