Table 2.
Input values of concretes used in the parametric study.
fck (MPa) |
fctm (MPa) |
Ecm (GPa) |
εcu2 (‰) |
ρ (t/m³) |
γm (–) |
GWP (kgCO2 equ/m³) |
Cost (EUR/m³) |
|
---|---|---|---|---|---|---|---|---|
C20/25 | 20 | 2.2 | 30 | 3.5 | 2.4 | 1.5 | 178 | 100 |
C25/30 | 25 | 2.6 | 31 | 198.5 | 110 | |||
C30/37 | 30 | 2.9 | 33 | 219 | 120 | |||
C35/45 | 35 | 3.2 | 34 | 239.5 | 125 | |||
C40/50 | 40 | 3.5 | 35 | 260 | 135 | |||
C45/55 | 45 | 3.8 | 36 | 280.5 | 140 | |||
C50/60 | 50 | 4.1 | 37 | 300 | 145 |