10HNDP
Chromium-nickel-phosphorus alloyed steel with copper; According to GOST 27772−88 corresponds to steel for building structures С345К.
In construction and engineering for welded structures.
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, % |
Al, % |
As, % |
P, % |
C, % |
S, % |
N, % |
GOST 19281-89 |
96.612–98.28 |
0.17–0.37 |
0.3–0.6 |
0.5–0.8 |
0.3–0.5 |
0.3–0.6 |
0.08–0.15 |
< 0.08 |
0.07–0.12 |
< 0.12 |
< 0.04 |
< 0.008 |
Information on suppliers
Mechanical properties at 20 °C
Rolling |
Standard |
Size, mm |
Tension |
Classifiers |
$$\sigma _{U}$$, $$MPa$$ |
$$\sigma_{P}$$, $$MPa$$ |
$$\epsilon_L$$, % |
Treatment |
Sheet |
GOST 19282-73 |
5–9 |
|
|
480 |
350 |
20 |
|
Grade |
GOST 19281-2014 |
< 140 |
|
|
480 |
345 |
21 |
|
Technological Properties
Analogues
United Kingdom |
Poland |
Czech Republic |
S355J0WP |
10HNAP |
15217 |
Standards
Description of chemical elements
Element |
Units of measurement |
Description |
Fe |
% |
Iron |
Si |
% |
Silicon |
Mn |
% |
Manganese |
Cr |
% |
Chrome |
Cu |
% |
Copper |
Ni |
% |
Nickel |
Al |
% |
Aluminium |
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 |
|
|