C30 vs C40
C40 is 1.2 times as stiff as C30. Their densities are about the same. Per unit mass C40 is 1.1 times as stiff. Strength: f_m,k = 30 MPa for C30, f_m,k = 40 MPa for C40.
Side by side
ratio = C40 / C30 · log scale| Property | C30 | C40 | Unit | Ratio | ¼×1×4× |
|---|---|---|---|---|---|
| E₁ Modulus, direction 1 | 12 | 14 | GPa | 1.17× | |
| E₂ Modulus, direction 2 | 0.4 | 0.47 | GPa | 1.18× | |
| E₃ Modulus, direction 3 | 0.4 | 0.47 | GPa | 1.18× | |
| G₁₂ Shear modulus 1-2 | 0.75 | 0.88 | GPa | 1.17× | |
| G₁₃ Shear modulus 1-3 | 0.75 | 0.88 | GPa | 1.17× | |
| E₀,₀₅ Modulus parallel to grain, 5 % fractile | 8 | 9.4 | GPa | 1.18× | |
| ρ Density | 460 | 480 | kg/m³ | 1.04× | |
| ρ_k Density, characteristic (5 % fractile) | 380 | 400 | kg/m³ | 1.05× | |
| f_m,k Bending strength | 30 | 40 | MPa | 1.33× | |
| f_t,0,k Tension parallel to grain | 19 | 26 | MPa | 1.37× | |
| f_t,90,k Tension perpendicular to grain | 0.4 | 0.4 | MPa | 1× | |
| f_c,0,k Compression parallel to grain | 24 | 27 | MPa | 1.12× | |
| f_c,90,k Compression perpendicular to grain | 2.7 | 2.8 | MPa | 1.04× | |
| f_v,k Shear strength | 4 | 4 | MPa | 1× | |
| E/ρ Specific stiffness E/ρ · derived | 26.09 | 29.17 | MJ/kg | 1.12× | |
| c₀ Bar wave speed √(E/ρ) · derived | 5108 | 5401 | m/s | 1.06× | |
| f/ρ Specific strength f/ρ · derived | 65.22 | 83.33 | kJ/kg | 1.28× |
Values at the first thickness band or product form of each material (EN 338:2016; EN 338:2016). 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.