Table 1 Parametric values of different concrete constitutive models.
From: Effect of Constitutive Material Models on Seismic Response of Two-Story Reinforced Concrete Frame
Smoothed Popovics–Saenz concrete model | Kent–Scott–Park concrete model | ||||
|---|---|---|---|---|---|
Parameter | Core concrete | Cover concrete | Parameter | Core concrete | Cover concrete |
f c (kPa) | 34473.8 | 27579.04 | f c (kPa) | 34485.6 | 27588.5 |
f u (kPa) | 25723.0 | 1000.0 | f u (kPa) | 20691.4 | 0.0 |
ɛ0 | 0.005 | 0.002 | ɛ0 | 0.004 | 0.002 |
É› u | 0.02 | 0.012 | É› u | 0.014 | 0.008 |
E c (kPa) | 2.7851 × 107 | 2.4910 × 107 |  |  |  |
η | 0.2 | 0.2 |  |  |  |