Fine-grain structural steels, normalised rolled
Usage
The series of normalised rolled fine-grain structural steels is characterised by a minimum yield strength of 275 - 355 MPa, by good weldability and high resistance to brittle fracture. These grades are used above all for manufacturing highly stressed welded structures in the construction of heavy machinery, bridges and steel structures.
The special grades S...NL are available for application temperatures below -20 °C.
The user of these steel grades must make sure that his calculation, design and processing methods are appropriate for the material. The welding technique used must be suitable for the intended application and comply with the state-of-the-art.
The steel grades of this series offer good cold-forming and hot-forming properties without negatively affecting the material properties. These steel grades are therefore also suitable for cold-bordering and cold-flanging as well as for cold-bending and folding.
Bending radius: 2,0* nominal thickness, for bending axis transverse to rolling direction,
2,5* nominal thickness for bending axis parallel to rolling direction
With cold-forming above 5% or hotforming outside of the temperature range or 1.050 - 850 °C as well as after excess times, the plates should be subsequently normalised at 880 - 930 °C. The holding time is approx. 0.5 minutes per millimetre of plate thickness.
We would like to draw the user's attention to Stahl-Eisen-Werkstoffblatt’ (Iron and steel material sheet) 088.
Standards
| Europe |
Material no. |
D |
F |
I |
GB |
E |
USA |
Salzgitter Flachstahl
|
FK1) |
| EN 10025-3 |
|
DIN 17102 |
NFA 36-201 |
UNI 7382 |
BS 4360 |
UNE 36081 |
ASTM |
|
|
| S275N |
1.0490 |
StE 285 |
- |
Fe E 285 KGN |
43 E |
AE 285 KG |
- |
SBS 275 |
A |
| S275NL |
1.0491 |
TStE 285 |
- |
Fe E 285 KTN |
43 EE |
AE 285 KT |
A 633 Gr. A |
SBS 275 K |
A |
| S355N |
1.0545 |
StE 355 |
E 355 R |
Fe E 355 KGN |
50 E |
AE 355 KG |
- |
SBS 355 |
B |
| S355NL |
1.0546 |
TStE 355 |
E 355 FP |
Fe E 355 KTN |
50 EE |
AE 355 KT |
A 633 Gr. C, D |
SBS 355 K |
B |
1) FK = Tensile strength class
Chemical composition in percent by weight [%] (Heat analysis)
| Grade |
C |
Si |
Mn |
P |
S1) |
N |
Altotal2) |
Cu3) |
Ni |
V |
CE 4) |
| |
max. |
max. |
|
max. |
max. |
max. |
min. |
max. |
max. |
max. |
max. |
| S275N |
0.18 |
0.40 |
0.50 - 1.50 |
0.030 |
0.025 |
0.015 |
0.02 |
0.55 |
0.30 |
0.05 |
0.40 |
| S275NL |
0.16 |
0.40 |
0.50 - 1.50 |
0.025 |
0.020 |
0.015 |
0.02 |
0.55 |
0.30 |
0.05 |
0.40 |
| S355N |
0.20 |
0.50 |
0.90 - 1.65 |
0.030 |
0.025 |
0.015 |
0.02 |
0.55 |
0.50 |
0.12 |
0.43 |
| S355NL |
0.18 |
0.50 |
0.90 - 1.65 |
0.025 |
0.020 |
0.015 |
0.02 |
0.55 |
0.50 |
0.12 |
0.43 |
1) A sulfur content of max. 0.010% can be arranged for all products, if agreed upon ordering (e.g. for railways).
2) The minimum value for the Al
total content shall not apply if the steel contains sufficient quantities of nitrogen-fixing elements.
3) Cu content of more than 0.04% can cause hot shortness during hot forming.
4) Maximum carbon equivalent value
C
E = C + Mn / 6 + (Cr + Mo + V) / 5 + (Cu + Ni) / 15
The following limitation shall additionally apply to all steel grades: Ti ≤ 0.05 %, Nb ≤ 0.05 %, Cr ≤ 0.30 %, Mo ≤ 0.10 %
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Mechanical properties1)
| Grade |
Min. yield strength2) |
Tensile strength |
Min. total elongation [%]2) |
|
MPa |
MPa |
LO = 5,65 √SO |
| |
e ≤ 16 |
e > 16 |
|
e ≥ 3 |
| S275N |
275 |
265 |
370 - 510 |
24 |
| S275NL |
275 |
265 |
370 - 510 |
24 |
| S355N |
355 |
345 |
470 - 630 |
22 |
| S355NL |
355 |
345 |
470 - 630 |
22 |
1) The tensile test values given in the table apply to longitudinal samples; in case of strip and sheet steel of widths of ≥ 600 mm they apply to transverse samples.
2) e = Nominal thickness in mm
Notch impact energy
| Grade |
Position of samples |
Minimum value of notch impact energy1) [J] at a test temperature of [°C] |
| |
longitudinal |
+20 |
0 |
-10 |
-20 |
-30 |
-40 |
-50 |
| S275N |
|
55 |
47 |
43 |
40 |
- |
- |
- |
| S355N |
|
55 |
47 |
43 |
40 |
- |
- |
- |
| S275NL |
|
63 |
55 |
51 |
47 |
40 |
31 |
27 |
| S355NL |
|
63 |
55 |
51 |
47 |
40 |
31 |
27 |
| |
| |
transverse |
+20 |
0 |
-10 |
-20 |
-30 |
-40 |
-50 |
| S275N |
|
31 |
27 |
24 |
20 |
- |
- |
- |
| S355N |
|
31 |
27 |
24 |
20 |
- |
- |
- |
| S275NL |
|
40 |
34 |
34 |
27 |
23 |
20 |
16 |
| S355NL |
|
40 |
34 |
34 |
27 |
23 |
20 |
16 |
1) Average values of 3 samples; one individual value may fall short of the required minimum value by not more than 30 %. The sample width shall equal the product thickness if the latter is between 6 - 10 mm, the tests being performed using samples which are similar to Charpy-V samples. The values specified in the table above are to be reduced proportionally to the sample width.
Welding
The fine-grain structual steel grades of
this series can be perfectly welded both
manually and using automatic equipment
by means of all known welding processes.
However, the quality of the weld joint
depends on the welding process, the
welding conditions and the selection of
the correct filter metals.
The welding wires and electrodes approved
in this strength category must be used as
filter metals. Basic coated electrodes are
recommended for manual welding.
In general, pre-heating prior to welding or
torch -cutting is not necessary for the steel
grades S275N and S275NL. At outside
temperatures below +5 °C, plates of all
other grades of this series should be preheated
to 150 °C (see also Stahl-Eisen-
Werkstoffblatt [iron and steel material
sheet] 088).
Subsequent normalizing or stress relieve
annealing is required only if called in the
regulations or if operating and manufacturing
conditions make a reduction of the
residual welding stresses appear useful.
With stress relieve annealing at 530 - 580 °C,
the holding time should be 2 minutes per
millimeter of plate thickness, not fall short
of 30 minutes and not significantly exceed
60 minutes.
Excessively high annealing temperatures
or excessively long annealing times bear
the risk of reducing the strength values to
below the condition of delivery.
In addition to this, the guidelines for processing
these steel grades according to
Stahl-Eisen-Werkstoffblatt (Iron and steel
material sheet) 088 must be observed.
Condition of delivery, scope of inspections and certificate
inspections and certificate The provisions of EN 10025-3 shall apply for delivery and inspection. The products are delivered normalised rolled.
Certificates according to DIN EN 10204 can be supplied as follows: IT, DUN, FAX, e-mail, paper.