Punching Shear in Steel Fiber-Reinforced Concrete Slabs with or without Traditional Reinforcement

2019 ◽  
Vol 116 (3) ◽  
Author(s):  
Kiang Hwee Tan ◽  
Akshay Venkateshwaran
2015 ◽  
Vol 7 (5) ◽  
pp. 168781401558425 ◽  
Author(s):  
Hyunjin Ju ◽  
Na-Rae Cheon ◽  
Deuck Hang Lee ◽  
Jae-Yuel Oh ◽  
Jin-Ha Hwang ◽  
...  

2020 ◽  
Vol 38 (2A) ◽  
pp. 126-142
Author(s):  
Mereen H. Fahmi Rasheed ◽  
Ayad Z. Saber Agha

A computational analysis is presented to predict the ultimate and cracking shear strength of steel fiber reinforced concrete slabs. Different models are suggested considering the effect of concrete compressive and tensile strength, amount of flexural reinforcements, yield strength of the reinforcement bars and steel fiber properties (volume percent, aspect ratio, and type of steel fibers). The predicted results are compared with the experimental data found in literature and found good agreement.


2017 ◽  
Vol 19 (1) ◽  
pp. 217-229 ◽  
Author(s):  
Nuno D. Gouveia ◽  
Massimo Lapi ◽  
Maurizio Orlando ◽  
Duarte M. V. Faria ◽  
António M. P Ramos

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