st52 3 properties
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gangsteel produced and exported DIN 1.0570 and ST 52-3 steel plate as common carbon structural steel. Gangsteel supply DIN17100 ST52-3 ST52-3N Steel plate low alloy and high strength steel plate. DIN 17100 ST52-3 steel plate price and stock supplier.ST 52-3 steel plate is one mainly of Carbon structural steel, ST 52-3 is a type of steel sheet under DIN standard which is used to build ship, bridge, belongs to high strength sheet.
If you have any requirement for ST 52-3 structure steel plate,under DIN17100 standard ST 52-3 steel plate, under DIN17100 standard, please contact us.
1.Steel Grade : ST 52-3 (1.0570)
2. Standard: DIN 17100 steels for general structural purposes
3. Approval By Third Party :ABS, DNV, GL, CCS, LR , RINA, KR, TUV, CE
4. Classification: General structural purposes
5. Product form : super heavy steel plate
The Ultimate Tensile Strength UTS of a material is the restrict stress at which the material actually breaks, with a sudden launch of the stored elastic power. The composite produced by the traverse velocity of 70 mm/min had the very best yield and supreme tensile energy.
DIN17100 ST52-3 ST52-3N Steel plate Chemical composition of heat analysis:
DIN |
ASTM |
EN |
JIS |
Chemical Composition |
C.E. |
||||||||||
C |
Si |
Mn |
Cr |
Mo |
Ni |
V |
W |
S |
P |
CU |
|||||
17100 St52-3N |
A572-50 |
10025-2:2004 S355J2+N |
G3106 SM490YB |
max 0.22 |
max 0.55 |
max 1.60 |
– |
– |
– |
– |
– |
max 0.035 |
max 0.035 |
– |
max 0.047 |
St52-3 steel data sheet – 2, Chemical composition (product analysis) according to DIN 17100 and DIN EN 10025: 1993.
Chemical Composition (product analysis), %, ≤ |
|||||||||||
Country (Region) |
Standard |
Steel Grade (Steel number) |
C |
Si |
Mn |
P |
S |
N |
Cu |
Thickness (d) (mm) |
Method of deoxidation |
Germany |
DIN 17100: 1980 |
St52-3 (1.0570) |
0.22 |
0.60 |
1.70 |
0.065 |
0.065 |
– |
≤ 30 |
Fully Killded |
|
0.24 |
30 <d ≤100 |
||||||||||
European Union |
EN 10025: 1993 |
S355J2G3 (1.0570) |
0.22 |
0.60 |
1.70 |
0.045 |
0.045 |
– |
≤ 30 |
||
0.24 |
30 <d ≤100 |
||||||||||
EN 10025-2: 2004 |
S355J2 (1.0577) |
0.22 |
0.60 |
1.70 |
0.035 |
0.035 |
– |
0.60 |
≤ 30 |
||
0.24 |
30 <d ≤100 |
St52-3 Steel Properties
Physical Properties
- Material St 52-3 Density: 7.85 g/cm3
- Melting point: 1420-1460 °C (2590-2660 °F)
DIN17100 ST52-3 ST52-3N Steel plate mechanical properties steel plate
Thickness (mm) |
Yield Strength Reh min (N / mm2) |
Tensile Strength Rm min (N / mm2) |
Elongation A5 min (%) |
Impact Values Charpy-V-Notch Longitudinal Average from 3 Speimens Thk. >10<150mm. |
3<thk<100 |
315-355 |
490-630 |
max 22 |
27 Joules at -20 C |
St52-3 steel data sheet – 1, Chemical composition (ladle analysis) according to DIN 17100 and DIN EN 10025: 1993.
Chemical Composition (ladle analysis), %, ≤ |
|||||||||||
Country (Region) |
Standard |
Steel Grade (Steel number) |
C |
Si |
Mn |
P |
S |
N |
Cu |
Thickness (d) (mm) |
Method of deoxidation |
Germany |
DIN 17100: 1980 |
St52-3 (1.0570) |
0.20 |
0.55 |
1.60 |
0.040 |
0.040 |
– |
≤ 30 |
Fully Killded |
|
0.22 |
30 <d ≤100 |
||||||||||
European Union |
EN 10025: 1993 |
S355J2G3 (1.0570) |
0.20 |
0.55 |
1.60 |
0.035 |
0.035 |
– |
≤ 30 |
||
0.22 |
30 <d ≤100 |
||||||||||
EN 10025-2: 2004 |
S355J2 (1.0577) |
0.20 |
0.55 |
1.60 |
0.025 |
0.025 |
– |
0.55 |
≤ 30 |
||
0.22 |
30 <d ≤100 |
DIN17100 ST52-3 EQUIVALENT STEEL GRADES
EN 10025 – 2 |
EN 10025+A1 |
?SN |
DIN 17100 |
||
EN10027-1 |
EN10027-2 |
EN10027-1 Grade |
EN10027-2 Grade |
|
|
S235JR2 |
1.0038 |
S235JRG2 |
1.0038 |
11375 |
RSt 37-2 |
S235J0 |
1.0114 |
S235J0 |
1.0114 |
11378 |
St 37-3U |
|
– |
S235J2GR3 |
1.0116 |
11378 |
St 37-3N |
S235J2 |
1.0117 |
S235J2G4 |
1.0117 |
– |
– |
S275JR |
1.0044 |
S275JR |
1.0044 |
11443 |
St 44-2 |
S275J0 |
1.0143 |
S275J0 |
1.0143 |
11445 |
St 44-3U |
|
– |
S275J2GR3 |
1.0144 |
11448 |
St 44-3N |
S275J2 |
1.0145 |
S275J2G4 |
1.0145 |
– |
– |
S355JR |
1.0045 |
S355JR |
1.0045 |
11523 |
St 52-3 |
S355J0 |
1.0553 |
S355J0 |
1.0553 |
11523 |
St 52-3U |
|
– |
S355J2G3 |
1.057 |
11503 |
St 52-3N |
S355J2 |
1.0577 |
S355J2G4 |
1.0577 |
– |
– |
Material St 52-3 Datasheet – 3
Yield strength (≥ N/mm2); Thickness (d) mm |
||||||
Steel (Steel number) |
d≤16 |
16< d ≤40 |
40< d ≤63 |
63< d ≤80 |
80< d ≤100 |
>100 |
St52-3 |
355 |
345 |
335 |
325 |
315 |
by agreement |
Tensile Strength
Material St 52-3 Datasheet – 4
Tensile strength (≥ N/mm2); Thickness (d) mm |
|||
Steel (Steel number) |
d<3 |
3 ≤ d ≤ 100 |
>100 |
St 52-3 |
515-680 |
490-630 |
by agreement |
Note: 1MPa = 1N/mm2
Elongation
Material St 52-3 Datasheet – 5
Elongation (≥, %); Thickness (d), mm |
||||||||
Steel (Steel number) |
0.5 ≤d <1 |
1≤ d <1,5 |
1,5≤ d <2 |
2≤ d <2,5 |
2,5≤ d <3 |
|||
St52-3U |
14 |
15 |
16 |
17 |
18 |
|||
St52-3N |
12 |
13 |
14 |
15 |
16 |
|||
Elongation (≥, %); Thickness (d), mm |
||||||||
Steel (Steel number) |
3 ≤d ≤40 |
40< d ≤63 |
63 < d ≤100 |
>100 |
||||
St52-3 |
22 |
21 |
20 |
by agreement |
||||
St52-3N |
20 |
19 |
18 |
st52-3 matweb
ST52 metal angle with 0.23% carbon content material and 355 MPa yield level strength is appropriate for weldable & supporting components. According to chemical composition & mechanical property, it’s similar to S355N of EN .
- ST52 DIN 2391 Carbon Steel Welded Pipes customized as per client requirement.
- 20 a one hundred C 20 a 200 C 20 a 300 C 20 a 400 C 20 a 500 C 20 a 600 C 20 a 700 C; 16 Thermal Conductivity W/mk.
- 20 C 200 C 300 C 350 C 400 C 600C seven-hundred C; 4042,7 GPa a hundred C 0 C 20 C 100 C 200 C 300 CST 52 Pipe Supplier, DIN 2391 ST 52 Steel, ST 52 Seamless PipeThese ST52 Carbon Steel DIN 2391 Pipes, can be found on lowest price.
- 2391 ST 52 welded Pipe are rigorously inspected by FASTWELL on many high quality phases before final dispatch.
At near-zero stress and pressure, the stress–pressure curve is linear, and the connection between stress and strain is described by Hooke’s law that states stress is proportional to strain. The coefficient of proportionality is Young’s modulus. The larger the modulus, the extra stress is required to create the same amount of strain; an idealized inflexible physique would have an infinite Young’s modulus. Conversely, a very delicate material similar to a fluid, would deform without force, and would have zero Young’s Modulus. A given uniaxial stress, whether or not tensile or compressive creates more deformation in a fabric with low stiffness than with a excessive stiffness .
1.0570 material density
Young’s modulus can also be used to be able to predict the deflection that will happen in a statically determinate beam when a load is applied at a degree in between the beam’s helps. Other elastic calculations usually require the use of one further elastic property, such as the shear modulus, bulk modulus or Poisson’s ratio.
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How can you increase Young’s modulus of steel?
The elastic modulus of steel can be increased significantly by particles of high elastic modulus. Finally, it is reduced by plastic deformation because of the increased dislocation density. This negative effect can be balanced by subsequent heat treatments.
DIN 2391 ST 52 Steel is a high energy, low alloy structural steel which may be readily welded to different weldable steel.ST 52 Pipe tensile strength Mpa, Yield power is more than 355 MPa With its low carbon equivalent. In this fashion, tensile testing evaluates the elasticity of different supplies. This sort of identification mainly categorizes an elastic or plastic habits.
Is high stiffness good?
Since the component dimensions are unchanged after load is removed, stiffness is associated with elastic deformation. A material can have high strength and low stiffness. If a metal cracks easily, it has low strength, but if it has low stiffness, it can deflect a high load.
When you concentrate on sturdy materials that maintain a bridge or constructing, you won’t think about elasticity. In serving to to find out the elasticity of materials, Young’s modulus determines the stress and pressure. This mechanical feature of elasticity predicts how a sturdy materials DIN 17100 ST 52-3 will deform under a particular pressure. Since there’s a instantly proportional relationship between stress and strain, a graph represents the ratio between the tensile stress and pressure.
Procured from our overseas vendors established in UK, these products are broadly utilized in construction business, machine making business, metal ware making trade, chemical and petrochemical vegetation. Young’s modulus represents the issue of proportionality in Hooke’s law, which relates the stress and the pressure. However, Hooke’s law is only legitimate beneath the assumption of an elastic and linear response.
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