Research Article
Structural Behavior of Reinforced Self-Compacted Engineered Cementitious Composite Beams
Table 4
Properties of hardened ECC.
| SC-ECC hardened property | Testing method | Number of samples and size | Unit | Average of the three samples |
| Compressive strength | ASTM C39/C39M-04 A | 3 cylinders of 100 mm dia. and 200 mm height | MPa | 86.5 | Splitting tensile strength | ASTM C496/C496M∓04 | 3 cylinders of 100 mm dia. and 200 mm height | MPa | 6.18 | Flexural strength | ASTM C293-02 | 3 beams of 100 × 24 × 500 mm | MPa | 10.42 | Elastic modulus | ASTM C469∓02 | 3 cylinders of 100 mm dia. and 200 mm height | GPa | 22 | Direct tensile strength | ASTM C 39; ASTM E 4 | 3 samples with the prism dog bone shape | MPa | 4.87 |
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