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Table 2 Mix proportions of NSC and ECC.

From: Structural Performance of RC and R-ECC Dapped-End Beams Based on the Role of Hanger or Diagonal Reinforcements Combined by ECC

Ingredients

NSC

ECC-1

ECC-2

kg/m3

kg/m3

kg/m3

Ordinary portland cement (C)

450.00

583.00

590.00

Fly ash (FA)

–

700.00

354.00

Silica fume (SF = 10%)

–

–

94.40

Water (W)

261.00

187.32

165.20

Fine aggregate (FnAg)

745.00

467.01

472.00

Coarse aggregate (CAg)

910.00

–

–

Superplasticizer (SP)

–

14.11

15.10

PVA fiber (ECC-1; Vf = 2% and ECC-2; Vf = 1.5%)

–

26.00

19.50