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 100Â mm dia. and 200Â mm height | MPa | 28.48 | 85.72 | 105.26 |
Splitting tensile strength (fst) | ASTM C496/C496M-04 | 3 cylinders of 100Â mm dia. and 200Â mm height | MPa | 2.67 | 6.42 | 7.84 |
Elastic modulus (E) | ASTM C469-02 | 3 cylinders of 150Â mm dia. and 300Â mm height | GPa | 23.84 | 36.12 | 38.09 |
Poisson ratio (ϑ) | 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 100Â mm dia. and 50Â mm height | C | 4348 | 1393 | 496 |