From: A Hysteretic Constitutive Model for Reinforced Concrete Panel Elements
Panel specimen: | SE8 | SE9 | SE10 |
---|---|---|---|
Loading type: | \(\sigma_{x} = 0\) \(\sigma_{y} = 0\) \(\tau_{xy}\! :Reversed Cyclic\) | \(\sigma_{x} = 0\) \(\sigma_{y} = 0\) \(\tau_{xy}\! :Reversed Cyclic\) | \(\sigma_{x} = - \left| {{{\tau_{xy} } \mathord{\left/ {\vphantom {{\tau_{xy} } 3}} \right. \kern-0pt} 3}} \right|\) \(\sigma_{y} = - \left| {{{\tau_{xy} } \mathord{\left/ {\vphantom {{\tau_{xy} } 3}} \right. \kern-0pt} 3}} \right|\) \(\tau_{xy}\! :Reversed Cyclic\) |
ρ x | 0.03 | 0.03 | 0.03 |
ρ y | 0.01 | 0.03 | 0.01 |
fy,x [MPa] | 492 | 422 | 422 |
fy,y [MPa] | 479 | 422 | 479 |
f’c [MPa] | 37 | 44 | 34 |
ε co | 0.0026 | 0.0026 | 0.0023 |
fct [MPa] | 2.0 | 2.2 | 2.0 |
ε t | 0.0001 | 0.0001 | 0.00013 |