At the member scale, very few previous tests reported for shear-critical steel fiber-reinforced concrete (SFRC) members have examined specimens with depths greater than 300 mm (11.8 in.), preventing a detailed assessment of the so-called size effect in shear for SFRC.
Shoaib, A., Bindiganavile, V., Lubell, A. Size Effect in Shear for Steel Fiber-Reinforced Concrete Members without Stirrups,
, 2014, 1081 - 1090.
Shoaib, A., Bindiganavile, V., Lubell, A. .
Size Effect in Shear for Steel Fiber-Reinforced Concrete Members without Stirrups.
: , 2014, 1081 - 1090.
Shoaib, A., Bindiganavile, V., Lubell, A. (2014)
Size Effect in Shear for Steel Fiber-Reinforced Concrete Members without Stirrups,
: , 1081 - 1090
Shoaib, A.,
Bindiganavile, V., &
Lubell, A.
(2014).
Size Effect in Shear for Steel Fiber-Reinforced Concrete Members without Stirrups. ACI Structural journal. 111 (5), 1081 - 1090.
