C12/15 vs C25/30
C25/30 is 1.1 times as stiff as C12/15. Their densities are about the same. Per unit mass C25/30 is 1.1 times as stiff. Strength: f_ck = 12 MPa for C12/15, f_ck = 25 MPa for C25/30.
Side by side
ratio = C25/30 / C12/15 · log scale| Property | C12/15 | C25/30 | Unit | Ratio | ¼×1×4× |
|---|---|---|---|---|---|
| E Young's modulus | 27 | 31 | GPa | 1.15× | |
| G Shear modulus | 11.25 | 12.92 | GPa | 1.15× | |
| 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 | 12 | 25 | MPa | 2.08× | |
| f_ck,cube Characteristic cube strength | 15 | 30 | MPa | 2× | |
| f_cm Mean cylinder strength | 20 | 33 | MPa | 1.65× | |
| f_ctm Mean tensile strength | 1.6 | 2.6 | MPa | 1.62× | |
| f_ctk,0.05 Tensile strength, 5 % fractile | 1.1 | 1.8 | MPa | 1.64× | |
| f_ctk,0.95 Tensile strength, 95 % fractile | 2 | 3.3 | MPa | 1.65× | |
| ε_c1 Strain at peak stress | 1.8 | 2.1 | ‰ | 1.17× | |
| ε_cu1 Ultimate strain | 3.5 | 3.5 | ‰ | 1× | |
| ε_c2 Strain at peak, parabola–rectangle | 2 | 2 | ‰ | 1× | |
| ε_cu2 Ultimate strain, parabola–rectangle | 3.5 | 3.5 | ‰ | 1× | |
| n Exponent, parabola–rectangle | 2 | 2 | – | 1× | |
| ε_c3 Strain at peak, bilinear | 1.75 | 1.75 | ‰ | 1× | |
| ε_cu3 Ultimate strain, bilinear | 3.5 | 3.5 | ‰ | 1× | |
| E/ρ Specific stiffness E/ρ · derived | 11.03 | 12.67 | MJ/kg | 1.15× | |
| c₀ Bar wave speed √(E/ρ) · derived | 3322 | 3559 | m/s | 1.07× | |
| f/ρ Specific strength f/ρ · derived | 4.903 | 10.22 | kJ/kg | 2.08× |
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.