Analysis of the interface bond property between the concrete and steel bar under textile reinforced concrete confinement

2019 ◽  
Vol 224 ◽  
pp. 447-454 ◽  
Author(s):  
Lei Jing ◽  
Shi-ping Yin ◽  
Ke Duan
2011 ◽  
Vol 243-249 ◽  
pp. 1008-1012 ◽  
Author(s):  
Shi Ping Yin ◽  
Shi Lang Xu

The textile reinforced concrete (TRC) member has no distinct failure symptom when it arrives at its ultimate load. At the same time, ordinary steel-reinforced concrete (RC) elements have large dead weight and can not efficiently restrict the expansion of the main crack of structures. In order to overcome the above disadvantages, a new architecture reinforced with a combination of the textile and steel bar was presented in this study. The analytical formulae of the proper beam using this new structure were derived, including the load-carrying capacity at different stages and load vs. mid- span deflection relationship during the entire loading process. The theoretical values were compared with the experimental values. It is shown that the theoretical values coincide with the experimental values well and the feasibility of the formulae is verified.


2021 ◽  
Vol 301 ◽  
pp. 124300
Author(s):  
Dimas Alan Strauss Rambo ◽  
Caroline Umbinger de Oliveira ◽  
Renan Pícolo Salvador ◽  
Romildo Dias Toledo Filho ◽  
Otávio da Fonseca Martins Gomes ◽  
...  

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