1.0107 (P195TR1)
Classification
Country |
Section |
Category |
Germany |
Non-alloy Steels |
Quality Steel (General Structural Steels with Rm < 500 MPa) |
Chemical composition
Standard |
Fe, % |
Si, % |
Mn, % |
Cr, % |
Ti, % |
Cu, % |
Ni, % |
V, % |
P, % |
C, % |
S, % |
Nb, % |
Mo, % |
DIN EN 10216-1:2013 |
> 97.725 |
< 0.35 |
< 0.7 |
< 0.3 |
< 0.04 |
< 0.3 |
< 0.3 |
< 0.02 |
< 0.025 |
< 0.13 |
< 0.02 |
< 0.01 |
< 0.08 |
Information on suppliers
Mechanical properties at 20 °C
Rolling |
Standard |
Size, mm |
Tension |
Classifiers |
$$\sigma _{U}$$, $$MPa$$ |
$$\sigma_{Y}$$, $$MPa$$ |
$$\epsilon_L$$, % |
$$\epsilon_T$$, % |
Treatment |
|
|
|
|
|
320–440 |
|
27 |
25 |
|
|
|
< 16 |
|
|
|
195 |
|
|
|
|
|
16–40 |
|
|
|
185 |
|
|
|
|
|
40–60 |
|
|
|
175 |
|
|
|
Properties
Property |
According to EN 10216-1 wall Thickness: < 16 mm ; yield strength: > 195 MPa |
According to EN 10216-1 wall Thickness: < 16 mm ; yield strength: 320 - 440 MPa |
According to EN 10216-1 wall Thickness: 16 - 40 mm ; yield strength: > 185 MPa |
According to EN 10216-1 wall Thickness: 16 - 40 mm ; yield strength: 320 - 440 MPa |
According to EN 10216-1 wall Thickness: 40 - 60 mm ; yield strength: > 175 MPa |
According to EN 10216-1 wall Thickness: 40 - 60mm ; tensile strength: 320 - 440 MPa |
According to EN 10216-1 Longitudinal specimens elongation: > 27 % |
According to EN 10216-1 Transverse specimens elongation: > 25 % |
Weldability In ISO/TR 20172 Group: 1.1 |
Density: 7.85 g / cm3 |
Analogues
Germany |
CIS, Russia, Ukraine |
USA |
P 195 T1 |
10 |
P195TR1 |
Standards
Description of chemical elements
Element |
Units of measurement |
Description |
Fe |
% |
Iron |
Si |
% |
Silicon |
Mn |
% |
Manganese |
Cr |
% |
Chrome |
Ti |
% |
Titan |
Cu |
% |
Copper |
Ni |
% |
Nickel |
V |
% |
Vanadium |
P |
% |
Phosphorus |
C |
% |
Carbon |
S |
% |
Sulfur |
Nb |
% |
Niobium |
Mo |
% |
Molybdenum |
Description of mechanical properties
Parameter |
Units of measurement |
Description |
$$\sigma_{Y}$$ |
$$MPa$$ |
Yield strength |
$$\sigma _{U}$$ |
$$MPa$$ |
Ultimate tensile strength |
$$\epsilon_L$$ |
% |
Elongation at break (longitudinal) |
$$\epsilon_T$$ |
% |
Elongation at break (transverse) |