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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
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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
- S460Q Steel Grade, Mechanical Properties, Chemi
- S460QL Steel Grade, Mechanical Properties, Chem
- S460QL1 Steel Grade, Mechanical Properties, Che
- S500Q Steel Grade, Mechanical Properties, Chemi
- S500QL Steel Grade, Mechanical Properties, Chem
- S500QL1 Steel Grade, Mechanical Properties, Che
- S550Q Steel Grade, Mechanical Properties, Chemi
- S550QL Steel Grade, Mechanical Properties, Chem
- S550QL1 Steel Grade, Mechanical Properties, Che
- S620Q Steel Grade, Mechanical Properties, Chemi
- S620QL Steel Grade, Mechanical Properties, Chem
- S620QL1 Steel Grade, Mechanical Properties, Che
- S690Q Steel Grade, Mechanical Properties, Chemi
- S690QL Steel Grade, Mechanical Properties, Chem
- S690QL1 Steel Grade, Mechanical Properties, Che
- S890Q Steel Grade, Mechanical Properties, Chemi
- S890QL Steel Grade, Mechanical Properties, Chem
- S890QL1 Steel Grade, Mechanical Properties, Che
- S960Q Steel Grade, Mechanical Properties, Chemi
- S960QL Steel Grade, Mechanical Properties, Chem
S890QL Steel Grade, Mechanical Properties, Chemical Composition, Grade Equivalent
Standard: EN 10025-6:2004, European standard for hot-rolled structural steel. Part 6 - Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition
Steel grade: S890QL ;
Number : 1.8983 .
Weldability : The steels specified in this document do not have unlimited suitability for the various welding processes, since the behaviour of a steel during and after welding depends not only on the material but also on the dimensions and shape and on the manufacturing and service conditions of the components. General requirements for arc welding of the steels specified in this document shall be as given in EN 1011-2.
With increasing product thickness and strength level cold cracking can occur. Cold cracking is caused by the following factors in combination:
- the amount of diffusible hydrogen in the weld metal;
- a brittle structure of the heat affected zone;
- significant tensile stress concentrations in the welded joint.
The tables below show the mechanical properties of grade S890QL
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 |
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>3 ≤50 |
>50 ≤100 |
>100 ≤150 |
>3 ≤50 |
>50 ≤100 |
>100 ≤150 |
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S890QL | 890 |
830 |
- |
940-1100 |
880-1100 |
- |
11 |
Notch impact test.
Notch impact test - longitudinal. Minimum values of impact energy for impact tests on longitudinal V-notch test pieces for quenched and tempered steel
Temperature °C |
-40 |
-20 |
0 |
Min. absorbed energy J |
30 |
40 |
50 |
Notch impact test - transverse. Minimum values of impact energy for impact tests on transverse V-notch test pieces for quenched and tempered steel, when the impact test on transverse test pieces is agreed at the time of the order.
Temperature °C |
-40 |
-20 |
0 |
Min. absorbed energy J |
27 |
30 |
35 |
The tables below show the chemical composition of grade S890QL
Ladle analysis.
Depending on the thickness of the product and the manufacturing conditions, the manufacturer may add to the steel one or several alloying elements up to the maximum values given in order to obtain the specified properties. Nb, Ti, V, Zr shall be at least 0,015 % of a grain-refining element present. Aluminium is also one of these elements. The minimum content of 0,015 % applies to soluble aluminium, this value is regarded as attained if the total aluminium content is at least 0,018 %; in case of dispute the soluble aluminium content shall be determined. |
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Steel grade | C max. % |
Mn max. % |
Si max. % |
P max. % |
S max. % |
B max. % |
Nb max. % |
V max. % |
Ti max. % |
Cr max. % |
Mo max. % |
Ni max. % |
Cu max. % |
Mo max. % |
N max. % |
Zr max. % |
CEV max. % |
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≤50 | >50 ≤100 |
>100 ≤150 |
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S890QL | 0,20 |
1,70 |
0,80 |
0,020 |
0,010 |
0,005 |
0,06 |
0,12 |
0,05 |
1,50 |
0,70 |
2,0 |
0,50 |
0,70 |
0,015 |
0,15 |
0,72 |
0,82 |
- |
S890QL Steel Grade Equivalent Table
Germany DIN,WNr |
TStE890V |