Analysis on Flexural Capacity of FRP Reinforced Concrete members

被引：0
|
作者：
Li, Chunxia [1 ]
Ding, Zhisheng [2 ]
Yan, SHilin [1 ]
机构：
[1] Wuhan Univ Technol, Sch Sci, Wuhan 430070, Hubei Province, Peoples R China
[2] China Univ Geosci, Jiangcheng Coll, Wuhan 430070, Hubei Province, Peoples R China
来源：
TRENDS IN CIVIL ENGINEERING, PTS 1-4 | 2012年 / 446-449卷
基金：
美国国家科学基金会;
关键词：
Balanced Reinforcement Ratio; Flexural Capacity; Concrete crushing; FRP rupture;
D O I：
10.4028/www.scientific.net/AMR.446-449.98
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The balanced reinforcement ratio of FRP-reinforced concrete members and the flexural capacity under two different failure modes (concrete crushing and FRP rupture) are established, based on the analysis on flexural capacity of steel-reinforced concrete members in current concrete code. The effect of material properties on the balanced ratio, the variation of flexural capacity with different reinforcement ratio and a simplified nominal flexural capacity under FRP-rupture failure are derived.
引用
收藏
页码：98 / +
页数：2
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