1.0114 (S235J0)

Classification

Country Section Category
Germany Non-alloy Steels Quality Steel (General Structural Steels with Rm < 500 MPa)

Chemical composition

Standard Fe, % Mn, % Cu, % P, % C, % S, % N, % CEV, %
EN 10025 > 97.418 < 1.4 < 0.55 < 0.035 < 0.17 < 0.035 < 0.012 < 0.38

Information on suppliers

Mechanical properties at 20 °C

Rolling Standard Size, mm Tension Classifiers $$\sigma _{U}$$, $$MPa$$ $$\sigma_{Y}$$, $$MPa$$ $$\sigma_{0.2}$$, $$MPa$$ $$\epsilon_{P (L_0 = 5.65\sqrt{S_o})}$$, % $$KV_{L}$$, $$J$$ Treatment
< 3 360–510 27
3–100 360–510
100–150 350–500 195 22
150–250 340–490 21
< 16 235
16–40 225
40–63 215 25
63–80 215
80–100 215
150–200 185
200–250 175
< 1 17
1–1.5 18
1.5–2 19
2–2.5 20
2.5–3 21
3–40 26
63–100 24

Properties

Property
According to EN 10025-2 Thickness: < 16 mm ; yield strength: > 235 MPa
According to EN 10025-2 Thickness: < 16 mm ; yield strength: 350 - 510 MPa
According to EN 10025-2 Thickness: 16 - 40 mm ; yield strength: > 225 MPa
According to EN 10025-2 Thickness: 16 - 40 mm ; tensile strength: 350 - 510 MPa
According to EN 10025-2 Thickness: 40 - 100 mm ; yield strength: > 215 MPa
According to EN 10025-2 Thickness: 40 - 100 mm ; tensile strength: 350 - 510 MPa
According to EN 10025-2 Thickness: 100 - 150 mm ; yield strength: > 195 MPa
According to EN 10025-2 Thickness: 100 - 150 mm ; tensile strength: 350 - 500 MPa
According to EN 10025-2 Thickness: 150 - 200 mm ; yield strength: > 185 MPa
According to EN 10025-2 Thickness: 150 - 200 mm ; yield strength: 240 - 490 MPa
According to EN 10025-2 Thickness: 200 - 250 mm ; yield strength: > 175 MPa
According to EN 10025-2 Thickness: 200 - 250 mm ; tensile strength: 340 - 490 MPa
According to EN 10025-2 Longitudinal samples Thickness: < 1 mm ; elongation: > 17 %
According to EN 10025-2 Longitudinal samples Thickness: 1.0 - 1.5 mm ; elongation: > 18 %
According to EN 10025-2 Longitudinal samples Thickness: 1.5 - 2.0 mm ; elongation: > 19 %
According to EN 10025-2 Longitudinal samples Thickness: 2.0 - 2.5 mm ; elongation: > 20 %
According to EN 10025-2 Longitudinal samples Thickness: 2.5 - 3.0 mm ; elongation: > 21 %
According to EN 10025-2 Longitudinal samples Thickness: 3 - 40 mm ; elongation: > 26 %
According to EN 10025-2 Longitudinal samples Thickness: 40 - 63 mm ; elongation: > 25 %
According to EN 10025-2 Longitudinal samples Thickness: 63 - 100 mm ; elongation: > 24 %
According to EN 10025-2 Longitudinal samples Thickness: 100 - 150 mm ; elongation: > 22 %
According to EN 10025-2 Longitudinal samples Thickness: 150 - 250 mm ; elongation: > 21 %
According to EN 10025-2 Transverse specimens Thickness: < 1 mm ; elongation: > 15 %
According to EN 10025-2 Transverse specimens Thickness: 1.0 - 1.5 mm ; elongation: > 16 %
According to EN 10025-2 Transverse specimens Thickness: 1.5 - 2.0 mm ; elongation: > 17 %
According to EN 10025-2 Transverse specimens Thickness: 2.0 - 2.5 mm ; elongation: > 18 %
According to EN 10025-2 Transverse specimens Thickness: 2.5 - 3.0 mm ; elongation: > 19 %
According to EN 10025-2 Transverse specimens Thickness: 3 - 40 mm ; elongation: > 24 %
According to EN 10025-2 Transverse specimens Thickness: 40 - 63 mm ; elongation: > 23 %
According to EN 10025-2 Transverse specimens Thickness: 63 - 150 mm ; elongation: > 22 %
According to EN 10025-2 Transverse specimens Thickness: 150 - 250 mm ; elongation: > 21 %
According to EN 10025-2 Test for impact strength Thickness: < 150 mm ; Work strike KV at 0°C [32°F]: > 27 j
According to EN 10025-2 Test for impact strength Thickness: 150 - 250 mm ; Work strike KV at 0°C [32°F]: > 27 j
Density: 7.85 g/cm3
Weldability In ISO/TR 20172 Group: 1.1

Analogues

Germany CIS, Russia, Ukraine USA
S235J0 Ст3сп-е 260W

Standards

Description of chemical elements

Element Units of measurement Description
Fe % Iron
Mn % Manganese
Cu % Copper
P % Phosphorus
C % Carbon
S % Sulfur
N % Nitrogen
CEV % Cerium

Description of mechanical properties

Parameter Units of measurement Description
$$\sigma_{Y}$$ $$MPa$$ Yield strength
$$\sigma_{0.2}$$ $$MPa$$ Tensile stress required to produce a total elongation of 0.2%
$$\sigma _{U}$$ $$MPa$$ Ultimate tensile strength
$$\epsilon_{P (L_0 = 5.65\sqrt{S_o})}$$ % Elongation at break (parallel) (for L0 = 5.65√So)
$$KV_{L}$$ $$J$$ Impact energy (longitudinal)