C20 vs C50

C50 is 1.7 times as stiff as C20. It is 1.3 times as dense. Per unit mass C50 is 1.3 times as stiff. Strength: f_m,k = 20 MPa for C20, f_m,k = 50 MPa for C50.

C20 EN 338:2016 C50 EN 338:2016

Side by side

ratio = C50 / C20 · log scale

Property	C20	C50	Unit	Ratio
E₁ Modulus, direction 1	9.5	16	GPa	1.68×
E₂ Modulus, direction 2	0.32	0.53	GPa	1.66×
E₃ Modulus, direction 3	0.32	0.53	GPa	1.66×
G₁₂ Shear modulus 1-2	0.59	1	GPa	1.69×
G₁₃ Shear modulus 1-3	0.59	1	GPa	1.69×
E₀,₀₅ Modulus parallel to grain, 5 % fractile	6.4	10.7	GPa	1.67×
ρ Density	400	520	kg/m³	1.3×
ρ_k Density, characteristic (5 % fractile)	330	430	kg/m³	1.3×
f_m,k Bending strength	20	50	MPa	2.5×
f_t,0,k Tension parallel to grain	11.5	33.5	MPa	2.91×
f_t,90,k Tension perpendicular to grain	0.4	0.4	MPa	1×
f_c,0,k Compression parallel to grain	19	30	MPa	1.58×
f_c,90,k Compression perpendicular to grain	2.3	3	MPa	1.3×
f_v,k Shear strength	3.6	4	MPa	1.11×
E/ρ Specific stiffness E/ρ · derived	23.75	30.77	MJ/kg	1.3×
c₀ Bar wave speed √(E/ρ) · derived	4873	5547	m/s	1.14×
f/ρ Specific strength f/ρ · derived	50	96.15	kJ/kg	1.92×

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.