Grade 51CrV4
1.8159
Old Grade
Corresponding Standard NF EN 10083-3-2006
Tempered alloy structural steel
Classification Alloy Steel
51CrV4 Chemical Element Composition Content (%)
Component C Si Mn P S Cr V
Minimum Value 0.47 - 0.7 - - 0.9 0.1
Maximum Value 0.55 0.4 1.1 0.025 0.025 1.2 0.25
51CrV4 Mechanical Properties
condition Heat Treatment or Condition
Tensile Strength
σb
Mpa
Yield Point
σs
Mpa
Elongation or Extension Rate
δ
%
Reduction of Area
ψ
%
Hardness
HBW
Impact Energy Absorption
KV2
J
Steel: d ≤ 16mm; t ≤ 8mm Quenching + Tempering (+QT) 1100~1300 ≥900 ≥9 ≥40
Steel: 16mm ≤ d ≤ 40mm; 8mm ≤ t ≤ 20mm Quenching + Tempering (+QT) 1000~1200 ≥800 ≥10 ≥45 ≥30
Steel: 40mm ≤ d ≤ 100mm; 20mm ≤ t ≤ 60mm Quenching + Tempering (+QT) 900~1100 ≥700 ≥12 ≥50 ≥30
Steel: 100mm ≤ d ≤ 160mm; 60mm ≤ t ≤ 100mm Quenching + Tempering (+QT) 850~1000 ≥650 ≥13 ≥50 ≥30
Steel: 160mm ≤ d ≤ 250mm; 100mm ≤ t ≤ 160mm Quenching + Tempering (+QT) 800~950 ≥600 ≥13 ≥50 ≥30
Steel: Processed to a Certain Shearability (+S)
Steel: Softening Annealing (+A) ≤248
Approximate Comparison Table Structural Alloy Steel
China Japan United States International Organization for Standardization Germany France European Standard Russia Sweden United Kingdom
GB JIS ASTM ISO DIN EN/DIN NF EN/NF EN Numerical Grade GOST SS BS EN/BS
50CrVA SUP10 6150 51CrV4 50CrV4 50CrV4
50CV4
51CrV4
51CrV4 1.8159 50KHGFA 2230 735A50
735A51

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