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Table 5 Test results.

From: Axial Load Testing of Hybrid Concrete Columns Consisting of UHPFRC Tube and Normal-Strength Concrete Core

Specimen

1st crack

Yield displacement

Peak load

Ultimate displacement

P cr (kN)

δ cr (mm)

P y (kN)

δ y (mm)

P p (kN)

δ p (mm)

P u (kN)

δ u (mm)

HCC1 (control)

2190

0.7

2787

1.3

3369

2.6

2695

4.3 (3.3)

HCC2 (V f  = 2.0%)

2416

0.7

3194

1.2

3729

2.9

2893

4.0 (3.2)

HCC3 (s = 200 mm)

2084

0.6

2944

1.1

3440

2.0

2754

2.9 (2.7)

HCC4 (V f  = 2.0%, s = 200 mm)

2351

0.6

3199

1.0

3624

1.7

2899

3.1 (3.0)

HCC5 (no wire-mesh)

2100

0.6

3003

1.0

3370

1.7

2700

2.4 (2.4)

  1. P = load, δ = displacement, and in parenthesis = displacement ductility (μ = δ u /δ y ).