C80/95 vs C90/105
C90/105 and C80/95 are about equally stiff. Their densities are about the same. Per unit mass they are about equally stiff (17.16 and 17.98 MJ/kg). Strength: f_ck = 80 MPa for C80/95, f_ck = 90 MPa for C90/105.
Side by side
ratio = C90/105 / C80/95 · log scale| Property | C80/95 | C90/105 | Unit | Ratio | ¼×1×4× |
|---|---|---|---|---|---|
| E Young's modulus | 42 | 44 | GPa | 1.05× | |
| G Shear modulus | 17.5 | 18.33 | GPa | 1.05× | |
| 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 | 80 | 90 | MPa | 1.12× | |
| f_ck,cube Characteristic cube strength | 95 | 105 | MPa | 1.11× | |
| f_cm Mean cylinder strength | 88 | 98 | MPa | 1.11× | |
| f_ctm Mean tensile strength | 4.8 | 5 | MPa | 1.04× | |
| f_ctk,0.05 Tensile strength, 5 % fractile | 3.4 | 3.5 | MPa | 1.03× | |
| f_ctk,0.95 Tensile strength, 95 % fractile | 6.3 | 6.6 | MPa | 1.05× | |
| ε_c1 Strain at peak stress | 2.8 | 2.8 | ‰ | 1× | |
| ε_cu1 Ultimate strain | 2.8 | 2.8 | ‰ | 1× | |
| ε_c2 Strain at peak, parabola–rectangle | 2.5 | 2.6 | ‰ | 1.04× | |
| ε_cu2 Ultimate strain, parabola–rectangle | 2.6 | 2.6 | ‰ | 1× | |
| n Exponent, parabola–rectangle | 1.4 | 1.4 | – | 1× | |
| ε_c3 Strain at peak, bilinear | 2.2 | 2.3 | ‰ | 1.05× | |
| ε_cu3 Ultimate strain, bilinear | 2.6 | 2.6 | ‰ | 1× | |
| E/ρ Specific stiffness E/ρ · derived | 17.16 | 17.98 | MJ/kg | 1.05× | |
| c₀ Bar wave speed √(E/ρ) · derived | 4143 | 4240 | m/s | 1.02× | |
| f/ρ Specific strength f/ρ · derived | 32.69 | 36.78 | kJ/kg | 1.12× |
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.