C14 vs C40
C40 is about twice as stiff as C14. It is 1.4 times as dense. Per unit mass C40 is 1.5 times as stiff. Strength: f_m,k = 14 MPa for C14, f_m,k = 40 MPa for C40.
Side by side
ratio = C40 / C14 · log scale| Property | C14 | C40 | Unit | Ratio | ¼×1×4× |
|---|---|---|---|---|---|
| E₁ Modulus, direction 1 | 7 | 14 | GPa | 2× | |
| E₂ Modulus, direction 2 | 0.23 | 0.47 | GPa | 2.04× | |
| E₃ Modulus, direction 3 | 0.23 | 0.47 | GPa | 2.04× | |
| G₁₂ Shear modulus 1-2 | 0.44 | 0.88 | GPa | 2× | |
| G₁₃ Shear modulus 1-3 | 0.44 | 0.88 | GPa | 2× | |
| E₀,₀₅ Modulus parallel to grain, 5 % fractile | 4.7 | 9.4 | GPa | 2× | |
| ρ Density | 350 | 480 | kg/m³ | 1.37× | |
| ρ_k Density, characteristic (5 % fractile) | 290 | 400 | kg/m³ | 1.38× | |
| f_m,k Bending strength | 14 | 40 | MPa | 2.86× | |
| f_t,0,k Tension parallel to grain | 7.2 | 26 | MPa | 3.61× | |
| f_t,90,k Tension perpendicular to grain | 0.4 | 0.4 | MPa | 1× | |
| f_c,0,k Compression parallel to grain | 16 | 27 | MPa | 1.69× | |
| f_c,90,k Compression perpendicular to grain | 2 | 2.8 | MPa | 1.4× | |
| f_v,k Shear strength | 3 | 4 | MPa | 1.33× | |
| E/ρ Specific stiffness E/ρ · derived | 20 | 29.17 | MJ/kg | 1.46× | |
| c₀ Bar wave speed √(E/ρ) · derived | 4472 | 5401 | m/s | 1.21× | |
| f/ρ Specific strength f/ρ · derived | 40 | 83.33 | kJ/kg | 2.08× |
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.