This paper examines the results of experimental research performed to test the hypothesis that the effective depth influences the shear strength of reinforced concrete (RC) beams. The analysis of the experimental results reported in this paper indicates that the observed reduction in shear strength with increasing effective depth was a function of differences in relative behavior at failure largely associated with lack of geometric scale in the cracking behavior.
Sneed, Lesley, Ramirez, Julio Influence of Cracking on Behavior and Shear Strength of Reinforced Concrete Beams,
American concrete institute, 2014, с. 157-166.
Sneed, Lesley, Ramirez, Julio.
Influence of Cracking on Behavior and Shear Strength of Reinforced Concrete Beams.
: American concrete institute, 2014, с. 157-166.
Sneed, Lesley, Ramirez, Julio (2014)
Influence of Cracking on Behavior and Shear Strength of Reinforced Concrete Beams,
: American concrete institute, с. 157-166
Sneed, Lesley & Ramirez, Julio.
(2014).
Influence of Cracking on Behavior and Shear Strength of Reinforced Concrete Beams.
American concrete institute. с. 157-166.
