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International Journal of Concrete Structures and Materials

Table 1 Proportion of materials in the HSC mixture.

From: Shear Capacity Contribution of Steel Fiber Reinforced High-Strength Concrete Compared with and without Stirrup

 

w/b (%)

GBFS/B (%)

s/a(%)

Cement

Water

BFS

Fine aggregate

Coarse aggregate

SF (vol%)

SP (%)

HSC-N

27.5

60

42.4

1.00

0.69

1.50

2.83

3.86

–

0.5

HSC-SF

0.75

1.0

  1. w/b = water-to-binder ratio, GBFS/B = ratio of granulated blast furnace slag and total binder, s/a = ratio of amount of fine aggregate to total amount of aggregate, GBFS = granulated blast furnace slag, SF = hooked steel fiber by volume of HSC, and SP = superplasticizer.
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