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Table 1 Concrete mix proportions (kg/m3)

From: Experimental and Analytical Investigation of Fracture Characteristics of Steel Fiber-Reinforced Recycled Aggregate Concrete

Group

Specimen ID

Recycled aggregate (RA)

Natural aggregate (CA)

OPC

Sand

Water

Admixture

(SFs)

G1

NC-SF0.5

0

1300

360

650

150

20

39.25

RC10-SF0.5

130

1170

360

650

150

20

39.25

RC20-SF0.5

260

1040

360

650

150

20

39.25

RC30-SF0.5

390

910

360

650

150

20

39.25

RC40-SF0.5

520

780

360

650

150

20

39.25

RC50-SF0.5

650

650

360

650

150

20

39.25

RC60-SF0.5

780

520

360

650

150

20

39.25

RC70-SF0.5

910

390

360

650

150

20

39.25

RC80-SF0.5

1040

260

360

650

150

20

39.25

RC90-SF0.5

1170

130

360

650

150

20

39.25

RC100-SF0.5

1300

0

360

650

150

20

39.25

G2

NC-SF1.0

0

1300

360

650

150

20

78.5

RC10-SF1.0

130

1170

360

650

150

20

78.5

RC20-SF1.0

260

1040

360

650

150

20

78.5

RC30-SF1.0

390

910

360

650

150

20

78.5

RC40-SF1.0

520

780

360

650

150

20

78.5

RC50-SF1.0

650

650

360

650

150

20

78.5

RC60-SF1.0

780

520

360

650

150

20

78.5

RC70-SF1.0

910

390

360

650

150

20

78.5

RC80-SF1.0

1040

260

360

650

150

20

78.5

RC90-SF1.0

1170

130

360

650

150

20

78.5

RC100-SF1.0

1300

0

360

650

150

20

78.5

G3

NC-SF1.5

0

1300

360

650

150

20

117.75

RC10-SF1.5

130

1170

360

650

150

20

117.75

RC20-SF1.5

260

1040

360

650

150

20

117.75

RC30-SF1.5

390

910

360

650

150

20

117.75

RC40-SF1.5

520

780

360

650

150

20

117.75

RC50-SF1.5

650

650

360

650

150

20

117.75

RC60-SF1.5

780

520

360

650

150

20

117.75

RC70-SF1.5

910

390

360

650

150

20

117.75

RC80-SF1.5

1040

260

360

650

150

20

117.75

RC90-SF1.5

1170

130

360

650

150

20

117.75

RC100-SF1.5

1300

0

360

650

150

20

117.75

  1. NC natural aggregate concrete, RC recycled aggregate concrete
  2. RC10, RC20, RC30, RC40, RC50, RC60, RC70, RC80, RC90, and RC100; denote the recycled aggregate substitution ratios by weight at 10%, 20%, 30%, 40%, 50%, 60%, 70%, 80%, 90%, and 100%, respectively; and SF0.5, SF1.0, and SF1.5 denote the steel fiber volume fraction ratios at 0.5%, 1.0%, and 1.5%, respectively