Abstract
This paper presents test results on the tensile mechanical properties of carbon fiber-reinforced polymer (CFRP) tendons during and after high-temperature exposure. Detailed experiments are conducted to determine the failure strength and elastic modulus of 8-mm-diameter CFRP tendons. The test results indicate that the CFRP tendon stress–strain relationships remained almost linear during and after high-temperature exposure. The CFRP tendon failure strength and elastic modulus gradually decrease with increasing temperature. Further study reveals that the CFRP tendon mechanical properties greatly recover before 200 °C, which represents a possibility for the repair of concrete members strengthened with CFRP tendons after fire. These test data are utilized to establish CFRP tendon thermodynamic models. They can be applied in computer programs to model the behavior of concrete members strengthened with CFRP tendons during and after high-temperature exposure.
Similar content being viewed by others
References
Coelho MRF, Sena-Cruz JM, Neves LAC (2015) A review on the bond behavior of FRP NSM systems in concrete. Constr Build Mater 93:1157–1169
Zhang SS, Yu T, Chen GM (2017) Reinforced concrete beams strengthened in flexure with near-surface mounted (NSM) CFRP strips: current status and research needs. Compos Part B-Eng 131:30–42
Aslam M, Shafigh P, Jumaat MZ et al (2015) Strengthening of RC beams using prestressed fiber reinforced polymers—a review. Constr Build Mater 82:235–256
Chowdhury EU, Eedson R, Bisby LA et al (2009) Mechanical characterization of fibre reinforced polymers materials at high temperature. Fire Technol 47(4):1063–1080
Bai Y, Keller T, Vallée T (2008) Modeling of stiffness of FRP composites under elevated and high temperatures. Compos Sci Technol 68(15–16):3099–3106
Bai Y, Keller T (2009) Modeling of mechanical response of FRP composites in fire. Compos A Appl Sci Manuf 40(6–7):731–738
Nigro E, Cefarelli G, Bilotta A et al (2011) Fire resistance of concrete slabs reinforced with FRP bars. Part I: Experimental investigations on the mechanical behavior. Compos Part B Eng 42(6):1739–1750
Burke PJ, Bisby LA, Green MF (2013) Effects of elevated temperature on near surface mounted and externally bonded FRP strengthening systems for concrete. Cement Concr Compos 35(1):190–199
Firmo JP, Arruda MRT, Correia JR (2014) Contribution to the understanding of the mechanical behaviour of CFRP-strengthened RC beams subjected to fire: experimental and numerical assessment. Compos B Eng 66:15–24
Saaf M (2002) Effect of fire on FRP reinforced concrete members. Compos Struct 58:11–20
Bisby LA (2003) Fire behaviour of fiber-reinforced polymer (FRP) reinforced or confined concrete. Department of Civil Engineering, National Library of Canada, Queen’s University, Kingston
Wang YC, Kodur V (2005) Variation of strength and stiffness of fibre reinforced polymer reinforcing bars with temperature. Cement Concr Compos 27(9–10):864–874
Wang YC, Wong PMH, Kodur V (2007) An experimental study of the mechanical properties of fibre reinforced polymer (FRP) and steel reinforcing bars at elevated temperatures. Compos Struct 80(1):131–140
Xiaolu W, Xiaoxiong Z (2011) Experimental investigation into mechanical behavior of GFRP rebars at elevated temperature. J South China Univ Technol 39(9):75–81
Yu B, Kodur V (2014) Effect of temperature on strength and stiffness properties of near-surface mounted FRP reinforcement. Compos B Eng 58:510–517
Hajiloo H, Green MF, Gales J (2018) Mechanical properties of GFRP reinforcing bars at high temperatures. Constr Build Mater 162:142–154
Xu J, Wang W, Han Q (2020) Mechanical properties of pultruded high-temperature-resistant carbon-fiber-reinforced polymer tendons at elevated temperatures. Constr Build Mater 258:119526
Alsayed S, Al-Salloum Y, Almusallam T et al (2012) Performance of glass fiber reinforced polymer bars under elevated temperatures. Compos Part B-Eng 43(5):2265–2271
Zhu H, Wu G, Zhang L et al (2014) Experimental study on the fire resistance of RC beams strengthened with near-surface-mounted high-Tg BFRP bars. Compos B Eng 60:680–687
Al-Mayah A, Soudki K, Plumtree A (2006) Development and assessment of a new CFRP rod-anchor system for prestressed concrete. Appl Compos Mater 13(5):321–334
ACI 440.3R (2004) Guide test methods for fiber-reinforced polymers (FRP) for reinforcing or strengthening concrete structures. Farmington Hills, Oakland
Robert M, Benmokrane B (2010) Behavior of GFRP reinforceing bars subjected to extreme temperatures. J Compos Constr 14(4):353–360
Mouritz AP, Feih S, Kandare E et al (2009) Review of fire structural modelling of polymer composites. Compos A Appl Sci Manuf 40(12):1800–1814
Liu L, Kardomateas GA, Birman V et al (2006) Thermal buckling of a heat-exposed, axially restrained composite column. Compos A Appl Sci Manuf 37(7):972–980
Liu L, Holmes JW, Kardomateas GA et al (2009) Compressive response of composites under combined fire and compression loading. Fire Technol 47(4):985–1016
Gibson AG, Wu YS, Evans JT et al (2006) Laminate theory analysis of composites under load in fire. J Compos Mater 40(7):639–658
Feih S, Mathys Z, Gibson AG et al (2007) Modelling the tension and compression strengths of polymer laminates in fire. Compos Sci Technol 67(3–4):551–564
Feih S, Mouritz AP, Mathys Z et al (2007) Tensile strength modeling of glass fiber—polymer composites in fire. J Compos Mater 41(19):2387–2410
Hou XM, Zheng WZ, Kodur V et al (2014) Effect of temperature on mechanical properties of prestressing bars. Constr Build Mater 61:24–32
Acknowledgements
The authors would like to gratefully acknowledge the financial support received from the National Natural Science Foundation of China (U1904177), and the Open Foundation of Henan Key Laboratory of Grain and Oil Storage Facility & Safety (2021KF-B06). Gratitude is also extended to Jiangsu Hengshen Co., Ltd., for providing the CFRP tendons, and Jiangsu Yiding Electric Power Technology Co., Ltd., for providing the anchorages.
Funding
This study was funded by the National Natural Science Foundation of China (Grant No. U1904177), and the Open Foundation of Henan Key Laboratory of Grain and Oil Storage Facility & Safety (Grant No. 2021KF-B06).
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare no conflict of interest.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Zhou, F., Pang, R., Zhang, P. et al. Experimental investigation of the mechanical properties of carbon fiber-reinforced polymer (CFRP) tendons during and after exposure to elevated temperatures. Mater Struct 55, 82 (2022). https://doi.org/10.1617/s11527-022-01923-x
Received:
Accepted:
Published:
DOI: https://doi.org/10.1617/s11527-022-01923-x