Study on the punching shear strength and deformation capacity of RC slabs based on a database

2020 ◽  
pp. 136943322097814
Author(s):  
Xing-lang Fan ◽  
Sheng-jie Gu ◽  
Xi Wu ◽  
Jia-fei Jiang

Owing to their high strength-to-weight ratio, superior corrosion resistance, and convenience in manufacture, fiber-reinforced polymer (FRP) bars can be used as a good alternative to steel bars to solve the durability issue in reinforced concrete (RC) structures, especially for seawater sea-sand concrete. In this paper, a theoretical model for predicting the punching shear strength of FRP-RC slabs is developed. In this model, the punching shear strength is determined by the intersection of capacity and demanding curve of FRP-RC slabs. The capacity curve is employed based on critical shear crack theory, while the demand curve is derived with the help of a simplified tri-linear moment-curvature relationship. After the validity of the proposed model is verified with experimental data collected from the literature, the effects of concrete strength, loading area, FRP reinforcement ratio, and effective depth of concrete slabs are evaluated quantitatively.


Author(s):  
Georgios Balomenos ◽  
Aikaterini Genikomsou ◽  
Marianna Polak

2015 ◽  
Vol 12 (9) ◽  
pp. 1616-1640 ◽  
Author(s):  
Husain Abbas ◽  
Aref A. Abadel ◽  
Tarek Almusallam ◽  
Yousef Al-Salloum

2018 ◽  
Vol 24 (56) ◽  
pp. 165-170
Author(s):  
Masato NAKAO ◽  
Terusato INOUE ◽  
Kazuhiro INAGAKI ◽  
Yasunari UMEDA ◽  
Toyoshige YAMANAKA ◽  
...  

2005 ◽  
pp. 255-260 ◽  
Author(s):  
Sumio HAMADA ◽  
Mingjie MAO ◽  
Hiroaki TANAKA ◽  
Qiuning YANG

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