Study on Shear Resistance and Durability of CFRP Reinforced Concrete Beams

被引：0
|
作者：
Chen Shuang [1 ]
机构：
[1] Guilin Univ Technol, Guangxi Key Lab Construct Engn Test, Guilin 541004, Guangxi, Peoples R China
来源：
ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2 | 2013年 / 351-352卷
关键词：
CFRP; reinforced concrete beam; shear resistance; durability; STRENGTH;
D O I：
10.4028/www.scientific.net/AMM.351-352.1714
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Through carrying capacity test of CFRP strengthened test beam and unstrengthened comparison beam under corrosion of chlorine ion, this paper analyzes the shear resistance and durability of CFRP repaired and strengthened concrete beam. Crack generation, deflection, electrochemical index and deformation of reinforced concrete beam under service are compared and analyzed. It is indicated that CFRP can play a favorable screening role and can effectively prevent crack development. There is no shear failure after load is applied. So CFRP can obviously improve the shear bearing capacity and durability of reinforced concrete beam. Besides, different strengthening methods have relatively obvious influence of its durability.
引用
收藏
页码：1714 / 1717
页数：4
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