Technical Papers
Feb 26, 2024

Research on the Bonding Performance of the CFRP-Concrete Interface Based on Colloid Thermosensitivity

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 5

Abstract

The bonding performance of carbon fiber–reinforced polymer (CFRP)–concrete interface is an important research area, with adhesives serving as mediators for the transfer of interface stresses. However, there is significant variation in the mechanical properties of adhesives available in the market, and currently there is limited research on the patterns of how adhesive mechanical properties affect interfaces. First, dynamic thermomechanical analysis was used to investigate the glass transition temperature of the adhesive, Tg. Following this, tensile tests were conducted to assess the mechanical properties of the adhesive at various temperatures. Finally, the effects of the adhesive on the interface bonding properties of CFRP-concrete were studied by single shear tests at different ambient temperatures. The test results indicated that when the ambient temperature is lower than the glass transition temperature (Tg), as the temperature increases, although the mechanical properties of the adhesive decreased, the effective bonded length of interface increased significantly, leading to a gradual increase in interface load-bearing capacity. Furthermore, the interface constitutive model was modified by finite-element model inversion. The modified parameters K and τmax exhibited a linear increase relationship with the elastic modulus of the adhesive, and the modified parameter Gf showed a negative exponential power function relationship with the elastic modulus of the adhesive.

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Data Availability Statement

All data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by the National Natural Science Foundation of China (Grant No. 51878238).

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 5May 2024

History

Received: Aug 12, 2023
Accepted: Nov 6, 2023
Published online: Feb 26, 2024
Published in print: May 1, 2024
Discussion open until: Jul 26, 2024

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Authors

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Assistant Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, 5340 Xiping Rd., Beichen District, Tianjin 300401, China (corresponding author). Email: [email protected]
Haolong Yue
Master’s Student, School of Civil and Transportation Engineering, Hebei Univ. of Technology, 5340 Xiping Rd., Beichen District, Tianjin 300401, China.
Shaowei Zhao
Assistant Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, 5340 Xiping Rd., Beichen District, Tianjin 300401, China.
Xiaohai Xu
Engineer, Carbon Technology Group Co., Ltd., 1 Shengda No.1 Branch Rd., Xiqing District, Tianjin 300380, China.
Kexin Shi
Master’s Student, School of Civil and Transportation Engineering, Hebei Univ. of Technology, 5340 Xiping Rd., Beichen District, Tianjin 300401, China.

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