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Table 3 Test results for each specimen.

From: Experimental Study on Seismic Capacity of Reinforced Concrete Composite Columns Based on a High-ductile Fiber Cementitious Composite

Specimen name

Initial crack

Yield strength

Maximum values

Variation

Ductility ratio

Disp. (mm)

Load (kN)

Disp. (mm)

Load (kN)

Disp. (mm)

Load (kN)

Disp. (%)

Load (%)

RC-C1

5.9

37.1

18.2

65.7

72.4

79.5

–

–

4.1

RC-C2

6.1

36.7

16.6

56.8

68.6

78.5

–

–

4.0

HDFC-N

4.8

23.0

17.4

75.2

112.3

92.5

+ 63.7

+ 16.4

6.4

HDFC-S

5.2

37.0

15.4

73.5

101.9

97.7

+ 48.5

+ 22.9

6.6