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EN 10025-2 : 2004 Technical delivery conditions for non-alloy structural steels
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EN 10025-3:2004 - Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels
- S275N Steel Grade, Mechanical Properties, Chemi
- S275NL Steel Grade, Mechanical Properties, Chem
- S355N Steel Grade, Mechanical Properties, Chemi
- S355NL Steel Grade, Mechanical Properties, Chem
- S420N Steel Grade, Mechanical Properties, Chemi
- S420NL Steel Grade, Mechanical Properties, Chem
- S460N Steel Grade, Mechanical Properties, Chemi
- S460NL Steel Grade, Mechanical Properties, Chem
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EN 10025-4:2004 - Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels
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EN 10025-5:2004 - Technical delivery conditions for structural steels with improved atmospheric corrosion resistance
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EN 10025-6:2004 - Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition
S460NL Steel Grade, Mechanical Properties, Chemical Composition, Grade Equivalent
Standard: EN 10025-3 :2004 European standard for hot-rolled structural steel. Part 3 - Normalised/normalised rolled weldable fine grain structural steels.
Steel grade: S460NL ;
Number: 1.8903 .
These steels are used for welded parts that have to withstand high levels of strain. Typical applications are bridges, pylons and other architectural structures.
The table below show the mechanical properties of grade S460NL
Minimum yield strength Reh MPa |
Tensile strength Rm MPa |
Minimum elongation - A Lo = 5,65 * √So (%) |
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Steel grade | Nominal thickness mm |
Nominal thickness mm |
Nominal thickness mm |
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≤16 |
>16 ≤40 |
>40 ≤63 |
>63 ≤80 |
>80 ≤100 |
>100 ≤150 |
>150 ≤200 |
≤100 |
>100 ≤200 |
≤16 |
>16 ≤40 |
>40 ≤63 |
>63 ≤80 |
>80 ≤200 |
|
S460NL | 460 |
440 |
430 |
410 |
400 |
380 |
370 |
540-720 |
530-710 |
17 |
17 |
17 |
17 |
17 |
Notch impact test
Temperature °C |
-50 |
-40 |
-30 |
-20 |
-10 |
0 |
20 |
Min. absorbed energy J |
27 |
31 |
40 |
47 |
51 |
55 |
63 |
The table below show the chemical composition of grade S460NL
Ladle analysis. S - sulphur content of 0,010 % max. can be agreed in the order for all products with a thickness of ≤ 16 mm intended for railway construction. The minimum value for the Al total content shall not apply if the steel contains sufficient quantities of nitrogen-fixing elements. CEV maximum carbon equivalent value CEV = C + Mn / 6 + (Cr + Mo + V) / 5 + (Cu + Ni) / 15 |
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Steel grade | C max. % |
Si max. % |
Mn % |
P max. % |
S max. % |
N max. % |
Al total % |
Cu max. % |
Cr max. % |
Ni max. % |
Mo max. % |
Nb max. % |
V max. % |
Ti max. % |
CEV max. % |
|
Thickness (mm) |
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5 - 80 |
5 - 63 |
63 - 80 |
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S460NL | 0,20 |
0,60 |
1,00 - 1,70 |
0,025 |
0,020 |
0,025 |
0,020 |
0,55 |
0,30 |
0,80 |
0,10 |
0,050 |
0,20 |
0,05 |
0,53 |
0,54 |
S460NL Steel Grade Equivalent Table
Germany DIN,WNr DIN 17102:1983 |
France AFNOR NFA 36 201:1992 |
England BS |
Italy UNI |
China GB |
TStE460 |
E460FP |
55EE |
FeE460KTN |
Q460E |