Table 1 Concrete properties.
From: Ultimate Capacity of Corroded Statically Indeterminate Reinforced Concrete Members
Specimen | Compressive strength (MPa) | Average | Tensile splitting strength (MPa) | Average | Modulus of elasticity (MPa) | Average | |
|---|---|---|---|---|---|---|---|
Group 1 | G1_2P | 43.03 | 41.79 | 3.38 | 3.35 | 37,816 | 36,798 |
G1_P | 41.40 | 3.67 | 37,241 | ||||
G1_SW | 40.93 | 3.00 | 35,336 | ||||
Group 2 | G2_2P | 39.36 | 39.09 | 2.70 | 2.65 | 36,165 | 35,615 |
G2_SW | 36.81 | 2.57 | 33,929 | ||||
G2_P | 41,10 | 2,69 | 36,752 | ||||
Group 3 | G3_SW | 37.64 | 38.43 | 2.70 | 2.60 | 37,605 | 36,598 |
G3_P | 38.55 | 2.62 | 35,204 | ||||
G3_2P | 39.11 | 2.49 | 36,984 | ||||
Group uncorroded | GR_2P | 38.61 | 38.36 | 2.64 | 2.83 | 36,795 | 37,097 |
GR_P | 38.28 | 2.67 | 36,825 | ||||
GR_SW | 38.20 | 3.17 | 37,670 |