Grade Q390C
Corresponding Standard GB /T 1591-2018
High strength low alloy structural steels
Classification Alloy Steel
Q390C Chemical Element Composition Content (%)
Component C Si Mn P S Cr Ni Cu Mo N Ti V Nb
Minimum Value - - - - - - - - - - - - -
Maximum Value 0.2 0.55 1.7 0.03 0.03 0.3 0.5 0.4 0.1 0.015 0.05 0.13 0.05
Q390C Mechanical Properties
condition Test Temperature Tensile Strength
σb
Mpa
Yield Point
σs
Mpa
Elongation or Extension Rate
δ
%
Impact Energy Absorption
KV2
J
Long products and flat materials; t≤16 490~650 ≥390 ≥21
Long products and flat materials; 16<t≤40 490~650 ≥380 ≥21
Long products and flat materials; 40<t≤63 490~650 ≥360 ≥20
Long products and flat products; 63<t≤100 490~650 ≥340 ≥20
Long products and flat products; 100<t≤150 450~620 ≥320 ≥19
Long products and flat products; longitudinal ≥34
Long products and flat products; transverse ≥27
1 Approximate Comparison Table Carbon Structural Steel and Engineering Steel
China International Organization for Standardization Germany France European Standard Russia Sweden United Kingdom
GB ISO DIN EN/DIN W-Nr. NF EN/NF EN Numerical Grade GOST SS BS EN/BS
Q390C Fe690
FeE690
St70-2 1.0070 A70
A70-2
E360
Fe690-2①
1.0070 S375 1655-00
1655-01
E360
2 Approximate Comparison Table High-Quality Carbon Structural Steel
China United States International Organization for Standardization Germany France European Standard Russia Sweden United Kingdom
GB ASTM ISO DIN EN/DIN W-Nr. NF EN/NF EN Numerical Grade GOST SS BS EN/BS
Q390C Gr.65 Fe590 E355
St52
St52-3
1.0060 E335
ES355
TS-47a
TU526
E355 1.0580 St6sp 1650 CEW5
CFS5
E335
ERW5NKM
ERW5NZF
Q390C Corresponding Standards(Same grade name, different standards)

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