Push-Out Tests for Shear Connectors in GFRP-Concrete Composite Bridge Deck Slabs

被引：15
|
作者：
Huang, Hailin [1 ,2 ]
Li, Ao [1 ,2 ]
Chen, Lin [1 ,2 ]
Zeng, Chuijun [1 ,2 ]
Zhu, Mingqiao [1 ,2 ]
机构：
[1] Hunan Univ Sci & Technol, Coll Civil Engn, Xiangtan, Peoples R China
[2] Hunan Univ Sci & Technol, Hunan Prov Key Lab Struct Wind Resistance & Vibra, Xiangtan, Peoples R China
来源：
JOURNAL OF ADVANCED CONCRETE TECHNOLOGY | 2018年 / 16卷 / 08期
关键词：
PLACE STRUCTURAL FORMS; PERFOBOND-RIB; FRP COMPOSITES; STATIC BEHAVIOR; HYBRID FRP; PART II; RESISTANCE; PERFORMANCE; SYSTEM; STUDS;
D O I：
10.3151/jact.16.368
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This study investigates structural behavior of shear connectors in glass fiber-reinforced polymer (GFRP)-concrete composite bridge deck slabs. Five kinds of push-out specimens with GFRP shear connectors were prepared and tested. The failure modes of the specimens were observed, and the load-slip curves were obtained. The effects of rib shapes, presence of holes, and existence of transverse rebars on failure mode, shear resistance, and ductility were investigated. Results showed that (1) the shear resistance and ductility of T-type rib shear connectors were greater than those of flat plate shear connectors. (2) Shear resistance and ductility were significantly improved by holes. (3) The transverse rebar has a significant influence on the failure mode. The concrete slabs in the specimens without a transverse rebar failed. Similarly, the GFRP shear connector in the specimens with a transverse rebar collapsed. (4) All of the specimens showed a similar failure mode caused by the shearing failure of the connectors in the root when the transverse rebar was applied. Furthermore, the shear resistance and ductility of GFRP shear connectors decreased as the number of transverse rebars increased. Empirical equations were proposed to predict the shear resistance and validated with the test data.
引用
收藏
页码：368 / 381
页数：14
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