15GF
Steel unalloyed high-quality manganese-vanadium, is not inclined. to temper embrittlement. Weldability without restrictions. Flock sensitivity: not sensitive.
For sheet welded structures railcar
Classification
| Country |
Section |
Category |
| CIS, Russia, Ukraine |
Structural steel |
Low alloy structural steel for welded structures |
Chemical composition
| Standard |
Fe, % |
Si, % |
Mn, % |
Cr, % |
Cu, % |
Ni, % |
V, % |
As, % |
P, % |
C, % |
S, % |
N, % |
|---|
| GOST 19281-89 |
97.063–98.76 |
0.17–0.37 |
0.9–1.2 |
< 0.3 |
< 0.3 |
< 0.3 |
0.05–0.12 |
< 0.08 |
< 0.035 |
0.12–0.18 |
< 0.04 |
< 0.012 |
Information on suppliers
Mechanical properties at 20 °C
| Rolling |
Standard |
Size, mm |
Tension |
Classifiers |
$$\sigma _{U}$$, $$MPa$$ |
$$\sigma_{P}$$, $$MPa$$ |
$$\epsilon_L$$, % |
Treatment |
|---|
| Sheet |
|
|
|
|
510 |
375 |
21 |
|
| Sheet |
|
10–32 |
|
|
480 |
340 |
21 |
|
Technological Properties
| Weldability |
Flake Susceptibility |
Propensity to temper brittleness |
|---|
| no limits |
not sensitive |
not inclined |
Analogues
| USA |
Germany |
Japan |
France |
United Kingdom |
European Union |
Italy |
Spain |
Sweden |
Bulgaria |
Hungary |
Poland |
Romania |
Finland |
|---|
| K11430 |
1.0562 (P355N) |
SM490A |
E355R/FP |
P355N |
1.0562 |
FeE355KG |
AE355DD |
2106 |
10G2SBSBB |
52D |
18G2A |
OCS355.5a |
RAEX355N |
Standards
Description of chemical elements
| Element |
Units of measurement |
Description |
| Fe |
% |
Iron |
| Si |
% |
Silicon |
| Mn |
% |
Manganese |
| Cr |
% |
Chrome |
| Cu |
% |
Copper |
| Ni |
% |
Nickel |
| V |
% |
Vanadium |
| As |
% |
Arsenic |
| P |
% |
Phosphorus |
| C |
% |
Carbon |
| S |
% |
Sulfur |
| N |
% |
Nitrogen |
Description of mechanical properties
| Parameter |
Units of measurement |
Description |
| $$\sigma _{U}$$ |
$$MPa$$ |
Ultimate tensile strength |
| $$\sigma_{P}$$ |
$$MPa$$ |
Proportionality limit |
| $$\epsilon_L$$ |
% |
Elongation at break (longitudinal) |
Designation of types of weldability
| Parameter |
Units of measurement |
Description |
| no limits |
|
Welding is performed without heating and without subsequent heat treatment |
| Boundedly welded |
|
Welding is possible with heating up to 100–120 °C and subsequent heat treatment |
| Difficult to weld |
|
For obtaining quality welded joints, additional operations are required: heating up to 200–300 °C for welding, heat treatment after welding — annealing |
| Not applicable for welded structures |
|
|