Grade E355
European Standard Steel Grade 1.0580
Corresponding Standard EN 10305-3-2023
Steel Tubes for Precision Applications - Technical Delivery Conditions - Part 3: Welded Cold Sized Tubes
Classification Alloy Steel
E355 Chemical Element Composition Content (%)
Component C Si Mn P S Al
Minimum Value - - - - - 0.02
Maximum Value 0.22 0.55 1.6 0.025 0.025 -
E355 Mechanical Properties
condition Heat Treatment or Condition
Tensile Strength
σb
Mpa
Specified Plastic Yield Strength
Rp0.2
Mpa
Elongation or Extension Rate
δ
%
Steel tube +CR1①② ≥540 ≥5
Steel tube +A ≥450 ≥22
Steel tube +N 490~630 ReH
≥355
≥22
• +CR1:Welded and cold sized. Normally not heat treated
• +CR2:Welded and cold sized. Not heat treated
• +A:Soft annealed
• +N:Normalized
① For some strip grades, the degree of cold forming and the sizing of the as welded tube, may result in the yield strength being nearly be as high as the tensile strength. For calculation purposes yield strength values of R eH ≥ 0,7 R m are recommended for the +CR1 condition.
② The condition +CR2 may be specified with the same mechanical properties.
1 Approximate Comparison Table Construction Rebar
China Japan International Organization for Standardization Germany Russia
GB ISC JIS ISO DIN EN/DIN GOST
HRB335 L33350 SD345 PB300
RB300
E355 Ат400С
2 Approximate Comparison Table Structural, Pressure Vessel and Engineering Steels
United States Germany France European Standard Sweden United Kingdom
ASTM DIN EN/DIN NF EN/NF EN Numerical Grade SS BS EN/BS
A572Gr.C
A913Gr.50
StE355
StE355TM
E355
E355R
S355M
FeE355KGTM①
1.8823 2134-01 50D
3 Approximate Comparison Table High-Quality Carbon Structural Steel
United States International Organization for Standardization Germany France European Standard Russia Sweden United Kingdom
ASTM ISO DIN EN/DIN NF EN/NF EN Numerical Grade GOST SS BS EN/BS
Gr.65 Fe590 1.0060
E355
St52
St52-3
E335
ES355
TS-47a
TU526
E355 1.0580 St6sp 1650 CEW5
CFS5
E335
ERW5NKM
ERW5NZF

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