Bond Behavior of Near-Surface Mounted FRP Bars to Masonry

2018 ◽  
Vol 22 (4) ◽  
pp. 04018024 ◽  
Author(s):  
Piyong Yu ◽  
Pedro Silva ◽  
Antonio Nanni
2013 ◽  
Vol 13 (6) ◽  
pp. 139-144 ◽  
Author(s):  
Woo Sung Lee ◽  
Hee Young Lee ◽  
Jong Sup Park ◽  
Jae Yoon Kang ◽  
Woo Tai Jung ◽  
...  

2015 ◽  
Vol 15 (1) ◽  
pp. 71-78
Author(s):  
Heeyoung Lee ◽  
Wootai Jung ◽  
Jaeyoon Kang ◽  
Jongsup Park ◽  
Wonseok Chung

2013 ◽  
Vol 351-352 ◽  
pp. 980-985
Author(s):  
Yong Feng Xu ◽  
Wei Tong Guo ◽  
Teng Fei He

Now concrete beams reinforced with near surface mounted FRP bars has been researched at home and abroad. This article research the Bearing capacity of concrete beams reinforced with near surface mounted FRP bars by test, and also, Immunobead binding test, infer the calculation formula of ultimate bearing capacity with near surface mounted some bars base on the the single bar.


2014 ◽  
Vol 638-640 ◽  
pp. 1360-1364
Author(s):  
Hai Xia Zhang ◽  
Jia Wei Pei ◽  
Lu Yuan He

Compared with other strengthening methods, NSM FRP bars strengthening method has obvious advantages in bond property and fire prevention performance. In accordance with current experimental study and the theory of concrete beams strengthened in bending with FRP are introduced, and the effect of FRP bars strengthening quantity on failure modes of reinforcement beams and the initial load level influence on the ultimate bearing capacity are analyzed. It provides a basis for further research and application in China.


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