Mechanism of surface preparation on FRP-Concrete bond performance: A quantitative study

被引：39

作者：

Chen, Cheng ^{[1
]}

Li, Xue ^{[2
]}

Zhao, Debo ^{[1
]}

Huang, Zhenyu ^{[1
]}

Sui, Lili ^{[1
]}

Xing, Feng ^{[1
]}

Zhou, Yingwu ^{[1
]}

机构：

[1] Shenzhen Univ, Guangdong Prov Key Lab Durabil Marine Civil Engn, Shenzhen 518060, Peoples R China

[2] Shenzhen Inst Informat Technol, Sch Traff & Environm, Shenzhen 518172, Peoples R China

来源：

COMPOSITES PART B-ENGINEERING | 2019年 / 163卷

基金：

中国国家自然科学基金;

关键词：

Roughness; Fiber/matrix bond; Quantitative image analysis; Analytical modelling; FIBER-REINFORCED POLYMER; RC BEAMS; FLEXURAL PERFORMANCE; BEHAVIOR; INTERFACE; DESIGN; SHEETS; COMPOSITES;

D O I：

10.1016/j.compositesb.2018.11.027

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This paper quantitatively investigates the mechanism of surface preparation on the bond behavior of FRP-concrete interface. Two factors-aggregate's area ratio and roughening depth-are selected to quantify the level of surface preparation. To experimentally evaluate the effect of these two factors on bond behavior, thirty-six concrete block specimens were loaded by direct pullout force until failure. For the normal-strength concrete specimens, the increase to roughening depth increased the bond strength of concrete (C) interface and switched the fracture surface from FRP-concrete (FC) interface to concrete interface. Meanwhile, the effective bond length was decreased. However, the opposite trend was found in high-strength concrete specimens. The effect of aggregate's area ratio was negligible as compared to that of the roughening depth. The quantitative image analysis (QIA) shows that the surface preparation drastically changes the local fracture interface and the pullout force increases with the percentage of C interfacial failure. A design equation is proposed to predict the pullout force of FRP-concrete interface with surface preparation, considering contributions from different failure interfaces. Finally, the bond strength of C interface is calibrated as function of concrete strength and roughening depth, showing satisfactory agreement with the experimental results.

引用

页码：193 / 206

页数：14

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