摘要
本文属安徽工业大学建筑工程学院开展的混凝土梁内GFRP混合配筋系列试验研究之一,为了解决同系列试验中GFRP箍筋梁受剪时弯剪段斜裂缝较多且较宽缺陷,通过对设计制作的5根GFRP混合配箍试验梁及1根钢筋混凝土对比梁进行加载试验,展开了对GFRP混合配箍梁抗剪性能和弯剪段裂缝研究,并与GFRP箍筋梁进行对比分析。
This paper is one of a series of experimental studies on FRP hybrid reinforcement in concrete beams carried out by architectural engineering college of Anhui University of Technology. In order to solve the problem of more and wider oblique cracks when the GFRP stirrup beams were sheared in the same series of experiments,this paper designed and manufactured five GFRP hybrid stirrup beams and one reinforced concrete contrast beam.The loading test was carried out to study the shear resistance and oblique cracks of GFRP hybrid stirrup beam and its comparison with the GFRP stirrup beam.
作者
黄伟
李亚
HUANG Wei;LI Ya(School of Architectural Engineering,Anhui University of Technology,Ma＇anshan 243002,China)
出处
《四川建材》
2018年第9期69-70,共2页
Sichuan Building Materials
