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Table 5 Experimental results of RSF short beams

From: The Shear Capacity Estimation of Reinforced Concrete Short Beams with Steel Fiber by Digital Image Correlation Approach

No

Name

fc (MPa)

a/d

Peak load (kN)

Deflection at the peak load (mm)

Vexp (kN)

1

N0.5F-1.0

41.0

1.0

594.8

2.26

297.4

2

N0.5F-1.5

1.5

449.6

3.17

224.8

3

N0.5F-2.0

2.0

298.0

3.88

149.0

4

N1.0F-1.0

52.5

1.0

805.6

2.78

402.8

5

N1.0F-1.5

1.5

552.4

3.93

276.2

6

N1.0F-2.0

2.0

369.6

4.56

184.8

  1. fc: concrete compressive strength; a/d: shear span ratio; Vexp: experimental shear capacity