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Table 4 Description of cracking sequences.

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

HCC1 (control)

HCC2 (V f  = 2.0%)

HCC3 (s = 200 mm)

HCC4 (V f  = 2.0%, s = 200 mm)

HCC5 (no wire-mesh)

Crack no.

Load range (kN)

Crack no.

Load range (kN)

Crack no.

Load range (kN)

Crack no.

Load range (kN)

Crack no.

Load range (kN)

1–8

2100–2400

1–6

2400–2700

1–2

2000–2200

1–2

2300–2600

1–20

2100–2400

9–19

2400–2700

7–31

2700–2900

3–5

2200–2400

3–16

2600–2800

21–37

2400–2600

20–33

2700–3000

32–39

2900–3100

6–10

2400–2600

17–26

2800–3000

38–55

2600–2800

34–37

3000–3100

40–60

3100–3300

11–43

2600–2800

27–53

3000–3200

56–94

2800–3000

NM

3100–

61–79

3300–3500

44–71

2800–3000

54–95

3200–3500

95–129

3000–3200

  

80–126

3500–3700

72–95

3000–3200

96–106

3500–3600

130–173

3200–3300

  

NM

3700–

96–140

3200–3400

NM

3600–

NM

3300–

    

NM

3400–

    
  1. NM not measured due to safety concern.