Effect of load distribution on IC debonding in FRP-strengthened RC beams: Full-scale experiments

被引:33
作者
Fu, B. [1 ,2 ]
Teng, J. G. [2 ]
Chen, G. M. [1 ]
Chen, J. F. [1 ,3 ]
Guo, Y. C. [1 ]
机构
[1] Guangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou, Guangdong, Peoples R China
[2] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
[3] Queens Univ Belfast, Sch Nat & Built Environm, Belfast BT9 5AG, Antrim, North Ireland
关键词
FRP; Flexural strengthening; Concrete beam; Debonding; Load distribution; Arching action; REINFORCED-CONCRETE BEAMS; 2 ADJACENT CRACKS; FAILURE; MODELS; MEMBERS; PLATES;
D O I
10.1016/j.compstruct.2018.01.026
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper presents an experimental study into the effect of load distribution on intermediate crack (IC) debonding in FRP-strengthened RC beams, an issue which has received very limited attention so far. Five large-scale FRP-plated RC beams were tested in two series to investigate the effects of shear span and load uniformity on IC debonding respectively. The tests indicated that increasing the load uniformity and shortening the shear span both had a beneficial effect on the maximum moment in the beam (i.e., mid-span moment) at IC debonding failure, and they led to an increase in the mid-span moment by up to 18.5%. The test results were next used to assess the accuracy of two existing IC debonding strength models which are applicable to different load distributions. The assessment results show that one of the approaches is rather conservative while the other approach significantly over-predicts the effect of load distribution.
引用
收藏
页码:483 / 496
页数:14
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