Research Article
Eccentric Compression Performance of Core-Steel Tube with T-Shaped Steel Reinforced Concrete Column
Table 2
Properties of the concrete in compression
| Reference [28] | Reference [30] | Compression stress | Inelastic strain | Damage parameter | Compression stress | Inelastic strain | Damage parameter |
| 35.35 | 0.0000548 | 0.02500 | 32.37 | 0.0000781 | 0.03703 | 39.69 | 0.0001103 | 0.04353 | 36.01 | 0.0001451 | 0.05968 | 42.95 | 0.0001979 | 0.06924 | 38.65 | 0.0002429 | 0.08875 | 44.95 | 0.0003234 | 0.10234 | 40.20 | 0.0003740 | 0.12373 | 45.60 | 0.0004888 | 0.14222 | 40.70 | 0.0005377 | 0.16357 | 42.47 | 0.0009522 | 0.24430 | 38.23 | 0.0009718 | 0.26000 | 36.41 | 0.0015033 | 0.35225 | 33.31 | 0.0014810 | 0.36044 | 30.46 | 0.0020509 | 0.44580 | 28.33 | 0.0019922 | 0.44828 | 25.54 | 0.0025678 | 0.52156 | 24.09 | 0.0024809 | 0.52040 | 21.66 | 0.0030534 | 0.58195 | 20.66 | 0.0029443 | 0.57861 | 18.64 | 0.0035136 | 0.63027 | 17.93 | 0.0033863 | 0.62570 | 16.26 | 0.0039547 | 0.66939 | 15.75 | 0.0038114 | 0.66415 |
|
|