C20 vs C45
C45 is 1.6 times as stiff as C20. It is 1.2 times as dense. Per unit mass C45 is 1.3 times as stiff. Strength: f_m,k = 20 MPa for C20, f_m,k = 45 MPa for C45.
Side by side
ratio = C45 / C20 · log scale| Property | C20 | C45 | Unit | Ratio | ¼×1×4× |
|---|---|---|---|---|---|
| E₁ Modulus, direction 1 | 9.5 | 15 | GPa | 1.58× | |
| E₂ Modulus, direction 2 | 0.32 | 0.5 | GPa | 1.56× | |
| E₃ Modulus, direction 3 | 0.32 | 0.5 | GPa | 1.56× | |
| G₁₂ Shear modulus 1-2 | 0.59 | 0.94 | GPa | 1.59× | |
| G₁₃ Shear modulus 1-3 | 0.59 | 0.94 | GPa | 1.59× | |
| E₀,₀₅ Modulus parallel to grain, 5 % fractile | 6.4 | 10.1 | GPa | 1.58× | |
| ρ Density | 400 | 490 | kg/m³ | 1.23× | |
| ρ_k Density, characteristic (5 % fractile) | 330 | 410 | kg/m³ | 1.24× | |
| f_m,k Bending strength | 20 | 45 | MPa | 2.25× | |
| f_t,0,k Tension parallel to grain | 11.5 | 30 | MPa | 2.61× | |
| f_t,90,k Tension perpendicular to grain | 0.4 | 0.4 | MPa | 1× | |
| f_c,0,k Compression parallel to grain | 19 | 29 | MPa | 1.53× | |
| f_c,90,k Compression perpendicular to grain | 2.3 | 2.9 | MPa | 1.26× | |
| f_v,k Shear strength | 3.6 | 4 | MPa | 1.11× | |
| E/ρ Specific stiffness E/ρ · derived | 23.75 | 30.61 | MJ/kg | 1.29× | |
| c₀ Bar wave speed √(E/ρ) · derived | 4873 | 5533 | m/s | 1.14× | |
| f/ρ Specific strength f/ρ · derived | 50 | 91.84 | kJ/kg | 1.84× |
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.