Shear and flexural performance of reinforced beam using ductile fiber cement composite

被引：0
|
作者：
Nagai, S [1 ]
Kanda, T [1 ]
Maruta, M [1 ]
Takaine, Y [1 ]
机构：
[1] Kajima Corp, Kajima Tech Res Inst, Chofu, Tokyo, Japan
来源：
HIGH PERFORMANCE MATERIALS IN BRIDGES | 2003年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A structural experiment and analyses have been conducted to investigate the shear and flexural performance of reinforced beams with high performance fiber reinforced cement composite (HPFRCC). Beams with HPFRCC showed higher shear strength, ultimate flexural moment and ductility after flexural yielding than reinforced concrete beams. The estimation methods, which took into account the tensile characteristics of HPFRCC, reasonably reproduced the experimental results.
引用
收藏
页码：416 / 425
页数：10
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