Researcher | Compressive strength (max), MPa | Ductility class | Material model for concrete | Curvature/energy ductility |
---|---|---|---|---|
Mendis et al. (2000) | 100 | Nominal ductility | Modified-Scott model (Mendis et al. 2000) | μφ = ductility of an equivalent 50 MPa column detailed according to minimum requirements of AS 3600 |
Kwan and Ho (2010) | 130 | Nominal ductility | Model by Légeron and Paultre (2003) | μφ = 3.14-similar to curvature ductility of 30 MPa column |
Foster (1999) | 100 | Nominal ductility | – | I10 = 5.6, similar to energy ductility of 50 MPa column detailed according to the minimum requirements of AS 3600 |
Paultre and Légeron (2008) | 120 | Moderate to high ductility | Model by Légeron and Paultre (2003) | μφ = 10 and 16, respectively |