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Table 4 Mechanical properties of the hardened concrete/ECC.

From: Structural Performance of RC and R-ECC Dapped-End Beams Based on the Role of Hanger or Diagonal Reinforcements Combined by ECC

Mechanical properties

Testing method

Number of samples and size

Unit

Average value of three samples

NSC

ECC-1

ECC-2

Compressive strength (\(f_{c}^{ '}\))

ASTM C39/C39M-04

3 cylinders of 100 mm dia. and 200 mm height

MPa

28.48

85.72

105.26

Splitting tensile strength (fst)

ASTM C496/C496M-04

3 cylinders of 100 mm dia. and 200 mm height

MPa

2.67

6.42

7.84

Elastic modulus (E)

ASTM C469-02

3 cylinders of 150 mm dia. and 300 mm height

GPa

23.84

36.12

38.09

Poisson ratio (Ï‘)

ASTM C469-02

3 cylinders of 150 mm dia. and 300 mm height

–

0.185

0.243

0.257

Flexural strength (Sf)

ASTM C293-02/C293M-04

3 beams of 500 mm × 100 mm × 24 mm

MPa

3.79

11.74

13.42

Direct tensile strength (ft)

ASTM D2936; ASTM 1992

3 samples with the prism dog bone shape

MPa

1.46

4.88

5.73

Tensile strain capacity (εt)

ASTM D2936; ASTM 1992

3 samples with the prism dog bone shape

%

0.15

2.93

4.09

Density of hardened concrete (γc)

ASTM C

3 cylinders of 150 mm dia. and 300 mm height

kg/m3

2327

2243

2248

Permeability (P)

ASTM C1202

3 cylinders of 100 mm dia. and 50 mm height

C

4348

1393

496