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Table 3 Test results on compressive properties of cylindrical specimens

From: Effect of Contents, Tensile Strengths and Aspect Ratios of Hooked-End Steel Fibers (SFs) on Compressive and Flexural Performance of Normal Strength Concrete

Mixture

fcm (σ) MPa

fck MPa

Ecm (σ) GPa

εco (σ) 10–6

ν (σ) 10–2

Tc (σ) Joule

Concrete

24.1 (± 1.5)

21.6

27.3 (± 1.4)

1336.5(± 133.7)

13 (± 1.0)

288.8 (± 69.2)

NSF64-20

22.3 (± 1.1)

20.5

25.0 (± 0.6)

1838.5(± 134.1)

20 (± 1.0)

328.5 (± 25.0)

NSF64-40

22.7 (± 0.8)

21.4

22.9 (± 0.7)

1789.7(± 115.5)

19 (± 1.0)

507.0 (± 36.7)

NSF64-60

24.2 (± 0.3)

23.7

22.7 (± 0.5)

2013.3(± 132.9)

19 (± 0.0)

818.6 (± 36.2)

NSF67-20

24.5 (± 0.3)

24.0

27.4 (± 1.1)

1836.5(± 14.8)

18 (± 1.0)

358.2 (± 49.7)

NSF67-40

23.9 (± 1.2)

21.9

26.8 (± 0.9)

1467.5(± 121.1)

18 (± 1.0)

454.5 (± 46.6)

NSF67-60

24.8 (± 0.9)

23.3

26.9 (± 0.6)

1935.1(± 25.2)

20 (± 2.0)

846.2 (± 28.0)

NSF80-20

21.7 (± 0.2)

21.4

25.6 (± 1.2)

1763.3(± 48.9)

17 (± 2.0)

348.3 (± 10.6)

NSF80-40

21.5 (± 0.9)

20.0

22.3 (± 0.3)

2001.0(± 204.3)

18 (± 2.0)

645.9 (± 82.6)

NSF80-60

22.9 (± 1.6)

20.3

22.2 (± 0.2)

1967.5(± 129.4)

21 (± 4.0)

940.1 (± 53.4)

HSF64-20

24.3 (± 0.4)

23.6

31.6 (± 3.7)

1445.7(± 229.3)

20 (± 2.0)

532.3 (± 69.9)

HSF64-40

21.8 (± 0.9)

20.3

27.3 (± 0.1)

1481.5(± 489.7)

18 (± 1.0)

497.9 (± 173.3)

HSF64-60

24.5 (± 1.3)

22.4

27.5 (± 0.2)

1703.4(± 210.1)

21 (± 2.0)

622.1 (± 6.9)

HSF67-20

25.1 (± 2.0)

21.8

28.2 (± 0.1)

1541.1(± 263.7)

18 (± 3.0)

585.2 (± 132.5)

HSF67-40

27.3 (± 1.0)

25.7

28.0 (± 0.9)

1726.2(± 107.5)

21 (± 1.0)

737.4 (± 114.8)

HSF67-60

30.2 (± 1.5)

27.7

26.9 (± 0.5)

1969.2(± 141.8)

19 (± 1.0)

844.3 (± 22.5)

HSF80-20

23.0 (± 1.3)

20.9

27.7 (± 1.5)

1431.7(± 262.1)

17 (± 0.0)

505.4 (± 107.1)

HSF80-40

24.6 (± 0.7)

23.4

30.0 (± 0.7)

1504.1(± 133.4)

19 (± 1.0)

664.4 (± 29.0)

HSF80-60

24.9 (± 0.7)

23.7

27.8 (± 0.6)

1921.2(± 255.3)

20 (± 2.0)

710.1 (± 102.4)

  1. fcm: mean compressive strength; fck: characteristic compressive strength by MC2010; Ecm: mean secant modulus of elasticity; εco: mena strain at compressive strength; ν: mean Poisson’s ratio; Tc: compressive toughness by JSCE-SF5 JSCE-SF5, 1984; σ: standard deviation