Effect of Different Adhesives on the Bonding Performance of the CFRP–Steel Interface

This study investigates the influence of adhesive type on the bond performance between CFRP plates and steel interfaces through static tensile double-shear tests. Three types of adhesives (Araldite 420A/B, 2015-1, Sikadur-30CN) were tested under four bond lengths. The results indicate that adhesive strength significantly affects failure characteristics, with distinct material performance differences observed. Bond length influences the stress distribution, enhancing dispersion while potentially altering damage progression. High-performance adhesives exhibit superior shear resistance and fracture energy due to improved viscous properties, whereas moderately plastic adhesives achieve adaptive deformation and durable bonding by enhancing the flow and substrate contact. These findings provide a theoretical basis for material selection in CFRP-strengthened steel structures and offer actionable guidance for structural repair engineering applications.

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Publication Details

Journal
Buildings
Published
2026-04-26
DOI
https://doi.org/10.3390/buildings16091697
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
0.00

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article

Effect of Different Adhesives on the Bonding Performance of the CFRP–Steel Interface

Mengda Zhao, Li Gao, Fuhe Ge, Luchang Li et al.
Buildings
Structural Behavior of Reinforced Concrete
article

Effect of Different Adhesives on the Bonding Performance of the CFRP–Steel Interface

Mengda Zhao, Li Gao, Fuhe Ge, Luchang Li, Mei-Ling Zhuang, Chuanzhi Sun, Wenhao Guo, Qin Wang
article en

Abstract

This study investigates the influence of adhesive type on the bond performance between CFRP plates and steel interfaces through static tensile double-shear tests. Three types of adhesives (Araldite 420A/B, 2015-1, Sikadur-30CN) were tested under four bond lengths. The results indicate that adhesive strength significantly affects failure characteristics, with distinct material performance differences observed. Bond length influences the stress distribution, enhancing dispersion while potentially altering damage progression. High-performance adhesives exhibit superior shear resistance and fracture energy due to improved viscous properties, whereas moderately plastic adhesives achieve adaptive deformation and durable bonding by enhancing the flow and substrate contact. These findings provide a theoretical basis for material selection in CFRP-strengthened steel structures and offer actionable guidance for structural repair engineering applications.

BuildingsVol. 16(9)
Nantong University (CN), China Power Engineering Consulting Group (China) (CN), Shandong Provincial Water Resources Research Institute (CN), Suqian University
Natural Science Foundation of Shandong Province
Openalex Percentile: Top 6%
Structural Behavior of Reinforced Concrete
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