C20 vs C22
C22 and C20 are about equally stiff. Their densities are about the same. Per unit mass they are about equally stiff (23.75 and 24.39 MJ/kg). Strength: f_m,k = 20 MPa for C20, f_m,k = 22 MPa for C22.
Side by side
ratio = C22 / C20 · log scale| Property | C20 | C22 | Unit | Ratio | ¼×1×4× |
|---|---|---|---|---|---|
| E₁ Modulus, direction 1 | 9.5 | 10 | GPa | 1.05× | |
| E₂ Modulus, direction 2 | 0.32 | 0.33 | GPa | 1.03× | |
| E₃ Modulus, direction 3 | 0.32 | 0.33 | GPa | 1.03× | |
| G₁₂ Shear modulus 1-2 | 0.59 | 0.63 | GPa | 1.07× | |
| G₁₃ Shear modulus 1-3 | 0.59 | 0.63 | GPa | 1.07× | |
| E₀,₀₅ Modulus parallel to grain, 5 % fractile | 6.4 | 6.7 | GPa | 1.05× | |
| ρ Density | 400 | 410 | kg/m³ | 1.02× | |
| ρ_k Density, characteristic (5 % fractile) | 330 | 340 | kg/m³ | 1.03× | |
| f_m,k Bending strength | 20 | 22 | MPa | 1.1× | |
| f_t,0,k Tension parallel to grain | 11.5 | 13 | MPa | 1.13× | |
| f_t,90,k Tension perpendicular to grain | 0.4 | 0.4 | MPa | 1× | |
| f_c,0,k Compression parallel to grain | 19 | 20 | MPa | 1.05× | |
| f_c,90,k Compression perpendicular to grain | 2.3 | 2.4 | MPa | 1.04× | |
| f_v,k Shear strength | 3.6 | 3.8 | MPa | 1.06× | |
| E/ρ Specific stiffness E/ρ · derived | 23.75 | 24.39 | MJ/kg | 1.03× | |
| c₀ Bar wave speed √(E/ρ) · derived | 4873 | 4939 | m/s | 1.01× | |
| f/ρ Specific strength f/ρ · derived | 50 | 53.66 | kJ/kg | 1.07× |
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.