Grade 303S31
Corresponding Standard BS 970-3-1991
Specification for wrought steel for machanical and allied engineering purposes part 3:bright bars for general engineering purposes
Classification Austenitic Stainless Steel
Properties Strength Corrosion Resistance Low-Temperature Toughness Impact Toughness Forgability Machinability
303S31 Chemical Element Composition Content (%)
Component C Si Mn P S Cr Ni Cu * Mo © Ti * Nb *
Minimum Value - - - - 0.15 17 8 - - - -
Maximum Value 0.12 1 2 0.06 0.35 19 10 0.7 1 0.1 0.2
• For older grades of stainless steel, see Table 2 of standard BS 970-4-1970
* Residual elements
© Optional addition.
303S31 Mechanical Properties
condition Heat Treatment or Condition
Tensile Strength
σb
Mpa
Specified Plastic Yield Strength
Rp0.2
Mpa
Elongation or Extension Rate
δ
%
Bars; d≤19 Cold Drawing ≥865 ≥695 ≥12
Bars; 19<d≤25 Cold Drawing ≥790 ≥555 ≥15
Bars; 25<d≤32 Cold Drawing ≥725 ≥450 ≥20
Bars; 32<d≤38 Cold Drawing ≥695 ≥340 ≥28
Bars; 38<d≤45 Cold Drawing ≥650 ≥310 ≥28
Bars; d≤19 Annealing Treatment, Final Cold Drawing ≥600 ≥375 ≥15
Bars; d>19 Annealing Treatment, Final Cold Drawing ≥550 ≥325 ≥20
Bars; d<160 Final Softening* ≥510 ≥190 5.65√S0
≥40
Approximate Comparison Table Ferritic Stainless Steel
Japan United States France European Standard Sweden United Kingdom
JIS ASTM NF EN/NF EN Numerical Grade SS BS EN/BS
SUS303 303 Z8CNF18-09 X8CrNiS18-9 1.4305 2346 303S31

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