C35 vs C40
C40 is 1.1 times as stiff as C35. Their densities are about the same. Per unit mass they are about equally stiff (27.66 and 29.17 MJ/kg). Strength: f_m,k = 35 MPa for C35, f_m,k = 40 MPa for C40.
Side by side
ratio = C40 / C35 · log scale| Property | C35 | C40 | Unit | Ratio | ¼×1×4× |
|---|---|---|---|---|---|
| E₁ Modulus, direction 1 | 13 | 14 | GPa | 1.08× | |
| E₂ Modulus, direction 2 | 0.43 | 0.47 | GPa | 1.09× | |
| E₃ Modulus, direction 3 | 0.43 | 0.47 | GPa | 1.09× | |
| G₁₂ Shear modulus 1-2 | 0.81 | 0.88 | GPa | 1.09× | |
| G₁₃ Shear modulus 1-3 | 0.81 | 0.88 | GPa | 1.09× | |
| E₀,₀₅ Modulus parallel to grain, 5 % fractile | 8.7 | 9.4 | GPa | 1.08× | |
| ρ Density | 470 | 480 | kg/m³ | 1.02× | |
| ρ_k Density, characteristic (5 % fractile) | 390 | 400 | kg/m³ | 1.03× | |
| f_m,k Bending strength | 35 | 40 | MPa | 1.14× | |
| f_t,0,k Tension parallel to grain | 22.5 | 26 | MPa | 1.16× | |
| f_t,90,k Tension perpendicular to grain | 0.4 | 0.4 | MPa | 1× | |
| f_c,0,k Compression parallel to grain | 25 | 27 | MPa | 1.08× | |
| 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 | 27.66 | 29.17 | MJ/kg | 1.05× | |
| c₀ Bar wave speed √(E/ρ) · derived | 5259 | 5401 | m/s | 1.03× | |
| f/ρ Specific strength f/ρ · derived | 74.47 | 83.33 | kJ/kg | 1.12× |
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.