Effect of GFRP Stirrup Confinement on the Bond Strength of GFRP-RC Beams

被引：0
|
作者：
Hussain, Zahid [1 ]
Ortiz, Jesús D. [1 ]
Hosseini, Seyed Arman [2 ]
Benmokrane, Brahim [2 ]
Nanni, Antonio [1 ]
机构：
[1] Civil and Architectural Engineering Department, University of Miami, Coral Gables,FL,33146, United States
[2] Department of Civil and Building Engineering, University of Sherbrooke, Sherbrooke,QC,J1K2R1, Canada
来源：
International Journal of Concrete Structures and Materials | 2024年 / 18卷 / 01期
关键词：
GFRP rebars; GFRP stirrups; Concrete; Bond strength; Development length; Confinement effect; Design codes;
D O I：
10.1186/s40069-024-00729-1
中图分类号：
学科分类号：
摘要：
21
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