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Table 5 Comparison of axial compressive capacity of corroded specimens using experimental results and theoretical capacity from Eq. (9)

From: Axial compression capacity of concrete columns reinforced with corrosion-resistant metallic reinforcement

Specimen

Theo. Cap. (kN)

Exp. Cap. (kN)

Cap. Diff. (%)

Mass Loss (%)

Theo. Cap. Drop (%)

Exp. Cap. Drop (%)

Cap. Loss/Energy (%/kwh)

Exp. Crit. Displ. (mm)

BB-R-1

2470

2981

−17.1

27.2

9.9

8.4

0.90

26

BB-R-2

2557

3061

−16.5

18.9

6.7

6.0

0.60

37

NN-R-1

2875

3132

−8.2

18.4

8.7

10.0

0.80

36

NN-R-2

2827

2732

3.5

22.6

10.3

22.3

1.5

31

CN-R-1

2760

2872

−3.9

21.0

7.6

12.7

0.89

39

CN-R-2

2816

3044

−7.5

16.1

5.8

7.5

0.69

35