C70/85 vs C80/95
C80/95 and C70/85 are about equally stiff. Their densities are about the same. Per unit mass they are about equally stiff (16.75 and 17.16 MJ/kg). Strength: f_ck = 70 MPa for C70/85, f_ck = 80 MPa for C80/95.
Side by side
ratio = C80/95 / C70/85 · log scale| Property | C70/85 | C80/95 | Unit | Ratio | ¼×1×4× |
|---|---|---|---|---|---|
| E Young's modulus | 41 | 42 | GPa | 1.02× | |
| G Shear modulus | 17.08 | 17.5 | GPa | 1.02× | |
| 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 | 70 | 80 | MPa | 1.14× | |
| f_ck,cube Characteristic cube strength | 85 | 95 | MPa | 1.12× | |
| f_cm Mean cylinder strength | 78 | 88 | MPa | 1.13× | |
| f_ctm Mean tensile strength | 4.6 | 4.8 | MPa | 1.04× | |
| f_ctk,0.05 Tensile strength, 5 % fractile | 3.2 | 3.4 | MPa | 1.06× | |
| f_ctk,0.95 Tensile strength, 95 % fractile | 6 | 6.3 | MPa | 1.05× | |
| ε_c1 Strain at peak stress | 2.7 | 2.8 | ‰ | 1.04× | |
| ε_cu1 Ultimate strain | 2.8 | 2.8 | ‰ | 1× | |
| ε_c2 Strain at peak, parabola–rectangle | 2.4 | 2.5 | ‰ | 1.04× | |
| ε_cu2 Ultimate strain, parabola–rectangle | 2.7 | 2.6 | ‰ | 0.963× | |
| n Exponent, parabola–rectangle | 1.45 | 1.4 | – | 0.966× | |
| ε_c3 Strain at peak, bilinear | 2 | 2.2 | ‰ | 1.1× | |
| ε_cu3 Ultimate strain, bilinear | 2.7 | 2.6 | ‰ | 0.963× | |
| E/ρ Specific stiffness E/ρ · derived | 16.75 | 17.16 | MJ/kg | 1.02× | |
| c₀ Bar wave speed √(E/ρ) · derived | 4093 | 4143 | m/s | 1.01× | |
| f/ρ Specific strength f/ρ · derived | 28.6 | 32.69 | kJ/kg | 1.14× |
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.