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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

st52-3 young's modulus

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.

ST52-3

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.

st52-3 young's modulus

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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st52-3 young’s modulus