From: Ductility Design of Reinforced Very-High Strength Concrete Columns (100–150 MPa) Using Curvature and Energy-Based Ductility Indices
Parameter
Unit
Range
Column size
B
mm
500–2000
D
\(f_{r}\)
MPa
1–4 MPa
\(\rho_{sl}\)
–
1–4%
\(f_{c}\)
100–150 MPa
\(A_{g} /A_{c}\)
0.96–0.99
\(P/A_{g} f_{c}\)
0.1–0.5
\(f_{syl}\)
250–500
\(f_{syh}\)
250–800