Single-pull Process of CFRP Reinforced Steel Double-lap Structures based on AE Characteristic Parameters

In this study, the mechanical properties and damage evolution of CFRP reinforced steel double lap structures under uniaxial tensile conditions were analyzed by using acoustic emission (AE) characteristic parameters. CFRP reinforced steel double lap structure members were prepared by grinding (group P), sandblasting (group G) and pre-coating silane coupling agent (group GS). The acoustic emission signal of uniaxial tensile process was collected by acoustic emission instrument. By using AF-RA parameter correlation analysis, the mechanical properties of CFRP reinforced steel double lap structure under uniaxial tensile were studied. The results show that the average limit load of group GS (49.61kN) and failure displacement of group G (1.36mm) are the highest, which are 67.9% and 15.2% higher than that of group P, respectively. The failure mode is mainly interfacial debonding. The chemical bond enhancement of GS group shows CFRP-adhesive debonding, while the physical roughness treatment of P and G group is more likely to cause the interface debonding of steel-adhesive layer. The analysis of acoustic emission characteristic parameters shows that the damage process can be divided into three stages: initial damage, damage expansion and final failure. Through AF-RA correlation analysis, it was found that the proportion of shear damage increased exponentially with the slope of the boundary line, and the number of shear damage was dominant (60%-70%).

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Publication Details

Journal
Scientific Journal of Technology
Published
2025-03-19
DOI
https://doi.org/10.54691/yfg7n147
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
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article

Single-pull Process of CFRP Reinforced Steel Double-lap Structures based on AE Characteristic Parameters

Jialing Ou, Yi Zhao, Qiyuan Chen, Jian Shi et al.
Scientific Journal of Technology
Structural Behavior of Reinforced Concrete
article

Single-pull Process of CFRP Reinforced Steel Double-lap Structures based on AE Characteristic Parameters

Jialing Ou, Yi Zhao, Qiyuan Chen, Jian Shi, Xueyan Hou
article en

Abstract

In this study, the mechanical properties and damage evolution of CFRP reinforced steel double lap structures under uniaxial tensile conditions were analyzed by using acoustic emission (AE) characteristic parameters. CFRP reinforced steel double lap structure members were prepared by grinding (group P), sandblasting (group G) and pre-coating silane coupling agent (group GS). The acoustic emission signal of uniaxial tensile process was collected by acoustic emission instrument. By using AF-RA parameter correlation analysis, the mechanical properties of CFRP reinforced steel double lap structure under uniaxial tensile were studied. The results show that the average limit load of group GS (49.61kN) and failure displacement of group G (1.36mm) are the highest, which are 67.9% and 15.2% higher than that of group P, respectively. The failure mode is mainly interfacial debonding. The chemical bond enhancement of GS group shows CFRP-adhesive debonding, while the physical roughness treatment of P and G group is more likely to cause the interface debonding of steel-adhesive layer. The analysis of acoustic emission characteristic parameters shows that the damage process can be divided into three stages: initial damage, damage expansion and final failure. Through AF-RA correlation analysis, it was found that the proportion of shear damage increased exponentially with the slope of the boundary line, and the number of shear damage was dominant (60%-70%).

Scientific Journal of TechnologyVol. 7(3)
Openalex Percentile: Top 95%
Structural Behavior of Reinforced Concrete
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