D50 vs D55
D55 is 1.1 times as stiff as D50. Their densities are about the same. Per unit mass they are about equally stiff (18.92 and 19.62 MJ/kg). Strength: f_m,k = 50 MPa for D50, f_m,k = 55 MPa for D55.
Side by side
ratio = D55 / D50 · log scale| Property | D50 | D55 | Unit | Ratio | ¼×1×4× |
|---|---|---|---|---|---|
| E₁ Modulus, direction 1 | 14 | 15.5 | GPa | 1.11× | |
| E₂ Modulus, direction 2 | 0.93 | 1.03 | GPa | 1.11× | |
| E₃ Modulus, direction 3 | 0.93 | 1.03 | GPa | 1.11× | |
| G₁₂ Shear modulus 1-2 | 0.88 | 0.97 | GPa | 1.1× | |
| G₁₃ Shear modulus 1-3 | 0.88 | 0.97 | GPa | 1.1× | |
| E₀,₀₅ Modulus parallel to grain, 5 % fractile | 11.8 | 13 | GPa | 1.1× | |
| ρ Density | 740 | 790 | kg/m³ | 1.07× | |
| ρ_k Density, characteristic (5 % fractile) | 620 | 660 | kg/m³ | 1.06× | |
| f_m,k Bending strength | 50 | 55 | MPa | 1.1× | |
| f_t,0,k Tension parallel to grain | 30 | 33 | MPa | 1.1× | |
| f_t,90,k Tension perpendicular to grain | 0.6 | 0.6 | MPa | 1× | |
| f_c,0,k Compression parallel to grain | 30 | 32 | MPa | 1.07× | |
| f_c,90,k Compression perpendicular to grain | 6.2 | 6.6 | MPa | 1.06× | |
| f_v,k Shear strength | 4.5 | 4.7 | MPa | 1.04× | |
| E/ρ Specific stiffness E/ρ · derived | 18.92 | 19.62 | MJ/kg | 1.04× | |
| c₀ Bar wave speed √(E/ρ) · derived | 4350 | 4429 | m/s | 1.02× | |
| f/ρ Specific strength f/ρ · derived | 67.57 | 69.62 | kJ/kg | 1.03× |
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.