Table 5 Concrete compression damage.
From: Numerical simulation of reverse cyclic loading in precast column and pocket foundation connection
Damage parameter dc | Inelastic strain |
|---|---|
0 | 0.001398 |
0 | 0.001598 |
0 | 0.001798 |
0 | 0.001998 |
0.283 | 0.007498 |
0.437 | 0.010498 |
0.643 | 0.014498 |
0.745667 | 0.016498 |
