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 C40UnitRatio¼×1×4×
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.