Experimental and analytical investigations on debonding of hybrid FRPs for flexural strengthening of RC beams

被引:29
作者
Choi, Eunsoo [1 ]
Utui, Nadia [2 ]
Kim, Hee Sun [2 ]
机构
[1] Hongik Univ, Dept Civil Engn, Seoul 121791, South Korea
[2] Dept Architectural Engn, Seoul 120750, South Korea
基金
新加坡国家研究基金会;
关键词
Hybrid; Laminates; Debonding; Analytical modeling; Interfacial stress; REINFORCED-CONCRETE BEAMS; INTERFACIAL STRESSES; TO-CONCRETE; PLATE;
D O I
10.1016/j.compositesb.2012.06.022
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents experimental and analytical studies aimed at investigating debonding of hybrid fiber reinforced polymers (FRPs) used to strengthen reinforced concrete (RC) beams. Towards this goal, an existing bending test method for small RC beams is modified to induce debonding failure and is adopted for reinforced concrete beams strengthened with one or two layers of carbon FRP (CFRP) or glass FRP (GFRP). From the experiments, strains on FRPs are measured and used to calculate interfacial stress between the concrete and FRP surfaces. Finite element (FE) models including debonding behavior in cohesive elements are generated to verify experimental results. Further, parametric studies are performed to predict the structural behaviors of RC beams strengthened with three layers of hybrid FRPs. (c) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:248 / 256
页数:9
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