Grade 25ХГМ
Corresponding Standard GOST 4543-1971
Alloyed Construction Steel Specifications
Classification Alloy Steel
Properties High Hardenability
25ХГМ Chemical Element Composition Content (%)
Component C Si Mn P S Cr Ni Cu Mo
Minimum Value 0.23 0.17 0.9 - - 0.9 - - 0.2
Maximum Value 0.29 0.37 1.2 0.035 0.035 1.2 0.3 0.3 0.3
• 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.
25ХГМ 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 880°C oil cooling, Tempering 500°C air cooling ≥1180 ≥1060 ≥10 ≥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 Hardenability Guaranteed Structural Steel
China United States International Organization for Standardization Germany France Russia United Kingdom
GB ISC ASTM UNS ISO DIN EN/DIN W-Nr. NF EN/NF GOST BS EN/BS
20CrMnMoH A34205 4118H H41180 20MnCr5H ≈20MnCr5 ≈1.7147 (20MC5H) 25ХГМ (708H20)

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