Experimental research on flexural behavior of FRP-reinforced concrete beams

被引：1
|
作者：
Sun, Zhijuan [1 ]
Chen, Chaohe [2 ]
Chu, Mingjin [3 ]
Feng, Peng [4 ]
机构：
[1] Yantai Univ, Sch Architecture, Yantai 264005, Peoples R China
[2] Hainan Univ, Coll Civil Engn & Architecture, Haikou 570228, Peoples R China
[3] Yantai Univ, Sch Civil Engn, Yantai 264005, Peoples R China
[4] Tsinghua Univ, Educ Minist, Key Lab Civil Engn Safety & Durability China, Dept Civil Engn, Beijing 100084, Peoples R China
来源：
ADVANCED BUILDING MATERIALS, PTS 1-4 | 2011年 / 250-253卷 / 1-4期
基金：
中国国家自然科学基金;
关键词：
FRP-reinforced concrete member; Durability; Flexural behavior;
D O I：
10.4028/www.scientific.net/AMR.250-253.1478
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In order to improve the durability of reinforced concrete member, fiber reinforced polymer (FRP)-reinforced concrete member is introduces. Monotonic loading was applied to a reinforced concrete beam and FRP-reinforced concrete beam, in order to investigate the failure progress and characteristics of FRP-reinforced concrete beam.. The presenting study provide a basis for improving the design method for FRP-reinforced concrete member.
引用
收藏
页码：1478 / +
页数：2
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