Evaluation of Size-Effect Models for High-Strength Steel Fiber–Reinforced Concrete

2020 ◽  
Vol 9 (1) ◽  
pp. 20190094
Author(s):  
S. Khalilpour ◽  
M. Dehestani
2013 ◽  
Vol 405-408 ◽  
pp. 2938-2942
Author(s):  
Zi Guo Wang ◽  
Yu Yan Sun ◽  
Jian Feng Mao

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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