Table 2 Panel test parameters, Mansour (2001).
From: A Hysteretic Constitutive Model for Reinforced Concrete Panel Elements
Panel specimen: | CA2 | CA3 | CA4 | CB3 | CB4 | CD4 | CE4 |
|---|---|---|---|---|---|---|---|
Loading type: | \(\sigma_{x} = 0\) \(\sigma_{y} = 0\) \(\tau_{xy} :RC\) | \(\sigma_{x} = 0\) \(\sigma_{y} = 0\) \(\tau_{xy} :RC\) | \(\sigma_{x} = 0\) \(\sigma_{y} = 0\) \(\tau_{xy} :RC\) | \(\sigma_{x} = 0\) \(\sigma_{y} = 0\) \(\tau_{xy} :RC\) | \(\sigma_{x} = 0\) \(\sigma_{y} = 0\) \(\tau_{xy} :RC\) | \(\sigma_{x} = 1.05\tau_{xy}\) \(\sigma_{y} = - 1.05\tau_{xy}\) \(\tau_{xy} :RC\) | \(\sigma_{x} = RC\) \(\sigma_{y} = - \sigma_{x}\) \(\tau_{xy} = 0\) |
ρ x | 0.0077 | 0.017 | 0.027 | 0.017 | 0.027 | 0.02 | 0.019 |
ρ y | 0.0077 | 0.017 | 0.027 | 0.0077 | 0.0067 | 0.02 | 0.019 |
fy,x [MPa] | 424 | 425 | 453 | 425 | 453 | 453 | 453 |
fy,y [MPa] | 424 | 425 | 453 | 424 | 424 | 453 | 453 |
f’c [MPa] | 45 | 44.5 | 45 | 48 | 47 | 43 | 47 |
ε co | 0.0025 | 0.0024 | 0.0028 | 0.0026 | 0.0024 | 0.0024 | 0.0022 |
fct [MPa] | 2.1 | 2.1 | 2.1 | 2.2 | 2.2 | 2.1 | 2.2 |
ε t | 0.00008 | 0.00008 | 0.00008 | 0.00008 | 0.00008 | 0.00008 | 0.00008 |