Effect of shear span-to-depth ratio on mechanical performance and cracking behavior of high strength steel fiber-reinforced concrete beams without conventional reinforcement

2019 ◽  
Vol 27 (21) ◽  
pp. 1849-1864 ◽  
Author(s):  
Irem Sanal
Keyword(s):  
Reinforced Concrete ◽  
High Strength Steel ◽  
Steel Fiber ◽  
Mechanical Performance ◽  
Concrete Beams ◽  
High Strength ◽  
Fiber Reinforced Concrete ◽  
Reinforced Concrete Beams ◽  
Steel Fiber Reinforced Concrete ◽  
Cracking Behavior

Predicting the Shear Strength of High-Strength Steel Fiber Reinforced Concrete Beams without Stirrups

2013 ◽  
Vol 405-408 ◽  
pp. 2938-2942
Author(s):  
Zi Guo Wang ◽  
Yu Yan Sun ◽  
Jian Feng Mao
Keyword(s):  
Shear Strength ◽  
Reinforced Concrete ◽  
High Strength Steel ◽  
Steel Fiber ◽  
High Strength ◽  
Fiber Reinforced Concrete ◽  
Reinforced Concrete Beams ◽  
Fiber Reinforced ◽  
Steel Fiber Reinforced Concrete ◽  
Statistical Point

This paper predicts the shear strength of high-strength steel fiber reinforced concrete (SFRC) beams without stirrups based on existing experimental test results from 5 previous studies. A suitable model was developed by performing linear regression analysis on the database. The adequacy of the model was examined from statistical point of view.

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