Table 19 NT- based concrete’s initial tangential modulus and modulus of elasticity values.
Cube designation | 28 days (MPa) CS | ITM (GPa) (kN/mm2) | MOE (Ec = 5000 √fck ) (GPa) (kN/mm2) IS 456: 2000 34 | % Increase in MOE |
|---|---|---|---|---|
T0 | 42.44 | 3.70 | 32.57 | – |
T0.5 | 58.00 | 7.38 | 38.07 | 16.88 |
T1 | 62.71 | 8.25 | 39.59 | 21.55 |
T1.5 | 63.82 | 8.25 | 39.94 | 22.62 |