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Table 5 Experimental and predicted bond stress for Beams B1, B2, B6, B7, B8, and B9

From: Steel Reinforced Self-Compacting Concrete (SCC) Cantilever Beams: Bond Behaviour in Poor Condition Zones

Beam ID

Lap splice length

Mean bond stress, N/mm2, u, (Table 4)

Predicted bond stress, u, N/mm2

* Bond efficiency

Orangun et al. model (Orangun et al., 1977)

Chapman & Shah (Chapman & Shah, 1987)

Aslani and Nejadi (Aslani & Nejadi, 2012)

Mousavi et al. (Mousavi et al., 2017)

u/p (Orangun et al., 1977)

u/p (Chapman & Shah, 1987)

u/p (Aslani & Nejadi, 2012)

u/p (Mousavi et al., 2017)

B1

25% Ld

6.70

5.45

6.76

9.1

6.33

1.23

1.00

0.74

1.06

B6

10.6

7.99

9.82

13.54

9.21

1.33

1.08

0.78

1.15

B8

5.84

5.45

6.76

8.86

6.33

1.07

0.86

0.66

0.92

B2

50% Ld

3.78

4.82

6.08

8.28

5.72

0.78

0.62

0.46

0.66

B7

5.31

6.84

8.58

12

8.05

0.78

0.62

0.44

0.66

B9

3.40

4.82

6.08

8.2

5.72

0.71

0.56

0.41

0.59

  1. *u/p = experimental/predicted bond stress