Grade 30ХМ
Corresponding Standard GOST 4543-1971
Alloyed Construction Steel Specifications
Classification Alloy Steel
Properties High Hardenability
30ХМ Chemical Element Composition Content (%)
Component C Si Mn P S Cr Ni Cu Mo
Minimum Value 0.26 0.17 0.4 - - 0.8 - - 0.15
Maximum Value 0.34 0.37 0.7 0.035 0.035 1.1 0.3 0.3 0.25
• The letter A at the end of the grade stands for “high quality steel”. Character III means “Extra high quality steel”. For example, quality steel -30XΓC; High quality steel -30XΓCA; Extra high quality steel -30X ΓC-Ⅲ and 30XΓCA-Ⅲ.
30ХМ Mechanical Properties
Heat Treatment or Condition
Tensile Strength
σb
Mpa
Yield Point
σs
Mpa
Elongation or Extension Rate
δ
%
Reduction of Area
ψ
%
Impact Energy Absorption
KV2
J
Quenching and Tempering ≥930 ≥736 ≥11 ≥45 Impact energy per unit area
KCU: ≥78J/cm²
• d=circle diameter or quadrate side,unit mm
• Mechanical properties suitable for diameter or thickness less than or equal to 80mm, other sizes of mechanical properties requirements see the standard original.
• The impact test shall comply with GOST 9454-78.
• If the yield phenomenon is not obvious and the yield stress σT(i.e., σs) cannot be determined, the yield limit σ0.2(i.e., Rp0.2) is allowed.
• Allowable deviation of heat treatment temperature: quenching ±15°C; Low temperature tempering ±30°C; High temperature tempering ±50°C
Approximate Comparison Table Structural Alloy Steel
China Japan United States Germany France European Standard Russia Sweden
YB ISC JIS ASTM DIN EN/DIN W-Nr. NF EN/NF EN Numerical Grade GOST SS14
25CrMo A30252 SCM430 4130 25CrMo4 1.7218 25CD4 25CrMo4 1.7218 30ХМ 2225

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