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Table 1 Panel test parameters, Stevens (1987).

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