Table 6.
Compression constitutive parameters of CDP (concrete damaged plasticity) model.
| Group | fcu (MPa) | fc (MPa) | εc 0 | E (MPa) | A |
|---|---|---|---|---|---|
| G1 | 115.05 | 102.39 | 0.0031496 | 39,419.11 | 1.21 |
| G2 | 114.14 | 101.58 | 0.0031442 | 39,318.17 | 1.22 |
| G3 | 131.65 | 117.17 | 0.0032490 | 41,087.27 | 1.14 |
| H1 | 101.15 | 90.02 | 0.0030664 | 37,748.80 | 1.29 |
| H2 | 94.97 | 84.52 | 0.0030294 | 36,906.50 | 1.32 |
| H3 | 108.24 | 96.33 | 0.0031089 | 38,636.40 | 1.25 |
| GH1 | 101.78 | 90.58 | 0.0030702 | 37,830.93 | 1.28 |
| GH2 | 100.60 | 89.53 | 0.0030631 | 37,676.56 | 1.29 |
| GH3 | 102.34 | 91.08 | 0.0030736 | 37,903.38 | 1.28 |