C40/50 vs C90/105
C90/105 is 1.3 times as stiff as C40/50. Their densities are about the same. Per unit mass C90/105 is 1.3 times as stiff. Strength: f_ck = 40 MPa for C40/50, f_ck = 90 MPa for C90/105.
Side by side
ratio = C90/105 / C40/50 · log scale| Property | C40/50 | C90/105 | Unit | Ratio | ¼×1×4× |
|---|---|---|---|---|---|
| E Young's modulus | 35 | 44 | GPa | 1.26× | |
| G Shear modulus | 14.58 | 18.33 | GPa | 1.26× | |
| ν Poisson's ratio | 0.2 | 0.2 | – | 1× | |
| ρ Density | 2447 | 2447 | kg/m³ | 1× | |
| γ Weight density | 24 | 24 | kN/m³ | 1× | |
| α Coefficient of thermal expansion | 10 | 10 | 10⁻⁶/K | 1× | |
| f_ck Characteristic cylinder strength | 40 | 90 | MPa | 2.25× | |
| f_ck,cube Characteristic cube strength | 50 | 105 | MPa | 2.1× | |
| f_cm Mean cylinder strength | 48 | 98 | MPa | 2.04× | |
| f_ctm Mean tensile strength | 3.5 | 5 | MPa | 1.43× | |
| f_ctk,0.05 Tensile strength, 5 % fractile | 2.5 | 3.5 | MPa | 1.4× | |
| f_ctk,0.95 Tensile strength, 95 % fractile | 4.6 | 6.6 | MPa | 1.43× | |
| ε_c1 Strain at peak stress | 2.3 | 2.8 | ‰ | 1.22× | |
| ε_cu1 Ultimate strain | 3.5 | 2.8 | ‰ | 0.8× | |
| ε_c2 Strain at peak, parabola–rectangle | 2 | 2.6 | ‰ | 1.3× | |
| ε_cu2 Ultimate strain, parabola–rectangle | 3.5 | 2.6 | ‰ | 0.743× | |
| n Exponent, parabola–rectangle | 2 | 1.4 | – | 0.7× | |
| ε_c3 Strain at peak, bilinear | 1.75 | 2.3 | ‰ | 1.31× | |
| ε_cu3 Ultimate strain, bilinear | 3.5 | 2.6 | ‰ | 0.743× | |
| E/ρ Specific stiffness E/ρ · derived | 14.3 | 17.98 | MJ/kg | 1.26× | |
| c₀ Bar wave speed √(E/ρ) · derived | 3782 | 4240 | m/s | 1.12× | |
| f/ρ Specific strength f/ρ · derived | 16.34 | 36.78 | kJ/kg | 2.25× |
Values at the first thickness band or product form of each material (EN 1992-1-1; EN 1992-1-1). A minimum and a characteristic value are not the same kind of number — read the ratio as a guide. Each material's page lists every band and every source.