Concreep 10 2015
DOI: 10.1061/9780784479346.088
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Experimental Investigation on Shrinkage in High Strength Fiber-Reinforced Concrete and Its Influence on the Shear Capacity of RC Beams Having Shear Reinforcement

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“…SFRC can increase the shear capacity even to the point of partial substituting for stirrup reinforcement [23]- [27]. SFRC has two main advantages: the SFRC can be dispersed to different locations, especially when there are no tension bars to manage stress distribution [28] and the shear capacity, ductility, and tensile stress of the concrete section can be enhanced [29]- [32]. Using steel fibre can also increase the shear strength of reinforced concrete beam [33].…”
Section: Introductionmentioning
confidence: 99%
“…SFRC can increase the shear capacity even to the point of partial substituting for stirrup reinforcement [23]- [27]. SFRC has two main advantages: the SFRC can be dispersed to different locations, especially when there are no tension bars to manage stress distribution [28] and the shear capacity, ductility, and tensile stress of the concrete section can be enhanced [29]- [32]. Using steel fibre can also increase the shear strength of reinforced concrete beam [33].…”
Section: Introductionmentioning
confidence: 99%
“…[1][2][3][4][5] The two major advantages of SFRC are as follows: (1) the steel fibers can be discretely distributed in various positions through the concrete section, particularly where there is no access to provide tension bars; 6 and (2) the control of initial cracking and the ultimate tensile stress, ductility, and shear capacity can be improved to some extent. [7][8][9][10] Batson et al 11 analyzed the effects of steel fibers on the shear capacity of a reinforced concrete structure via experiments on 96 beams. The experiments revealed that the major factors influencing beam performance include steel fiber size, type, volume fraction, and shear span ratio.…”
Section: Introductionmentioning
confidence: 99%