Research Article
Temperature Effect on Mechanical Properties and Damage Identification of Concrete Structure
Table 4
Modulus of elasticity for concrete under different temperatures.
| Temperature (°C) | (kN) | (kN) | (mm) | (GPa) | (GPa) |
| −20 | 11.52 | 245.01 | 0.050 | 31.132 | 31.928 | 11.30 | 245.90 | 0.048 | 32.583 | 11.70 | 247.40 | 0.049 | 32.067 |
| 0 | 12.24 | 249.35 | 0.045 | 35.127 | 28.397 | 11.50 | 245.80 | 0.061 | 25.607 | 11.70 | 246.50 | 0.064 | 24.458 |
| 20 | 12.87 | 244.68 | 0.057 | 27.112 | 27.184 | 10.90 | 245.32 | 0.059 | 26.488 | 11.60 | 242.21 | 0.055 | 27.953 |
| 40 | 11.40 | 245.50 | 0.065 | 24.010 | 24.091 | 11.30 | 245.60 | 0.069 | 22.638 | 18.14 | 252.60 | 0.061 | 25.624 |
| 60 | 11.80 | 243.77 | 0.067 | 23.082 | 21.533 | 11.80 | 244.90 | 0.068 | 22.853 | 16.21 | 262.60 | 0.088 | 18.666 |
|
|