s890ql equivalent steel

Gangsteel Sell EN 10025-6 S890QL Extra High Strength Steel Plate and export EN10025-6 S890QL Quenched and Tempered Structural Steel IN China.What is EN 10025-6 Grade? S890QL Grade Designation , S = Structural Steel, 890 = minimum yield strength (MPa), Q = Quenching & Tempering and L = Low notch toughness testing temperatures

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The software of the present design guidelines on cold formed hole sections may lead to optimistic results, because the rounder nook radius for these sections can have an effect on the “net” buckling characteristics of the section. Compression resistance For compression members, the design strength must be primarily based on the yield energy of the chilly completed section and never on that of the parent plate. Because of the lower sectional properties and the residual stresses brought on by the manufacturing process, a decrease column curve is used for the cold shaped sections compared to curve A for the hot finished sections. The effect of welding thermal cycles on the microstructure and micro-hardness of the warmth-affected zone of an experimental micro-alloyed metal was studied. Due to the experimental difficulties involved in acquiring the thermal cycles, these were determined by making use of the solutions of Rosenthal’s equations for thick and thin plates.

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  • Thin walled cold formed open sections have been used in construction as secondary members, similar to purlins, for a very long time.
  • Cold fashioned hollow sections produced to EN are appropriate for structural use.
  • Hot completed hole sections have been efficiently utilized in major structures for many years, however there may be yet little experience with the usage of cold fashioned sections.
  • However, they shouldn’t be used as a direct substitute for hot finished hollow sections with out reconsideration of the design capability.
  • Therefore, their use in main buildings have to be approached with caution.
  • However, there is a rising trend of producing thicker walled chilly formed hole sections and the temptation to introduce them into major structures.

However, they should not be used as a direct substitute for hot finished hole sections without reconsideration of the design capacity. For instance, sections with yield energy of 275 N/mm2 and Charpy impression strength of 27 Joules at -20 degrees will have a grade designation of S275J2H in both standards. Common designation can result in direct substitution and interchanging of the sections. Since chilly formed sections usually are weaker than scorching finished sections it’s essential that merchandise are specified precisely. If a full designation of the steel is given to include both the usual number and the grade/high quality of the metal, substitution of chilly for decent finished sections may be prevented.

The important weld heat input causes metallurgical adjustments and section transitions in the heat affected zone of the bottom provides and inside the deposited weld metallic. The weld joint can take up hydrogen throughout welding or in later service – This absorption may cause degradation of mechanical properties of the supplies, and in positive loading situations, hydrogen-assisted cold cracks can happen. This cracking phenomenon can seem time delayed because of the temperature dependency of the hydrogen diffusion and the presence of a “crucial” hydrogen focus. Internally protected columns Structural hollow sections have the advantage that fire safety materials like water or concrete, may be filled contained in the columns.

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In order to make sure that the tensile strength of the weld steel fulfils the necessities of the bottom metal, the warmth enter and interpass temperature should be limited during welding. Experience has proven that the welding situations ought to be chosen so that the cooling time t 8/5 does not exceed 12 seconds. Future enlargement of recent drilling know-how will satisfy metal trade with advanced bolt connection for structural metal work trade. A new Thermal Friction Drilling system will bush size up to three times the original thickness.

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Delivery conditions of s890q, s890ql, and s890ql1 steel plates. Quenching + tempering (q). Note: direct quenching followed by tempering after hot rolling is equivalent to conventional quenching and tempering.6. Impact properties of s890q, s890ql, and s890ql1 steel plates and S890q at – 20 ��, s890ql at – 50 ��, s890ql at – 60 ��

S890QL is extra high strength steel to EN10025-6:2004, and the steel number is 1.8983. S890QL has a minimum yield strength of 890Mpa in quenched and tempered conditions; with its low temperature of -40 ºC, this steel grade performs good durability in extreme working environments.

Whether your requirements call for complex or simple detail, giant or small scale project, Continental Steel is your supply for all CNC drilling and sawing necessities. These are distinctive plates with improved weldability and glorious EN10025-6 S890QL Steel supplier energy and toughness. With a three.2 EN MTC they can be used for a lot of more important functions than plates licensed to three.1.

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This has resulted in the removing of this grade from the usual, and the bottom grade now provided is the JR version for every yield power variation. The metal construction trade faces many challenges in this 21st century. Steel fabrication calls for a fast track job, with complicated detail and minimal tolerance to stay in aggressive market. Continental Steel provides minimize to length steel material, subsequently no wastage in development website.

The main effect plots confirmed that the alloying parts Manganese and Silicon have positive contribution on Ultimate tensile energy and Yield strength. However, Carbon and Manganese confirmed more contribution as compared to Silicon. All three alloying components are discovered to have adverse contribution in the direction of the response- Elongation.

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Steel may be more expensive per metric ton, but with the fabrication and erection time, a lighter structure, labour cost, and straightforward maintenance taken under consideration, a metal structure might give essentially the most financial design. The sizzling completed hollow sections – sq., rectangular and circular, have fixed external dimension throughout the same serial measurement, and solely the thickness is rising. When used in compression, as columns, hollow sections are extra efficient than other column types. The resulting reduction in structural weight could be as a lot as 1 storey for each 9 storeys constructed.

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en 10025-6 s890ql steel plates Mechanical Properties

Plate Thickness
MM

Yield
Strength ReH(Mpa)

Tensile Strength Rm(Mpa)

Elongation
A5%
Minimum

3 to 50

890

940~1100

11

> 50 to 100

830

880~1100

11

Technical conditions for s890q, s890ql and s890ql1 steel plates
1. S890 steel plate is a quenched and tempered high strength steel plate with series grades of s890q, s890ql and s890ql1. It is a low carbon non alloy structural steel plate with European standard en10025-6. It can be produced by Wuyang Iron and steel company in China. In order to ensure its performance, the carbon content of this kind of steel plate is less than 0.2%.
2. S890q, s890ql and s890ql1 steel plates, where s means structural steel, Q means impact temperature of steel plate is – 20 ° C,Then QL means the impact temperature of the steel plate is – 50 ° C. guess what ql1 stands for, ql1 means the impact temperature of the steel plate is – 60 ° C, 890 means the minimum yield strength value specified by the thickness of (50 mm),
Chemical Composition – EN 10025-6 S890QL. Content % (ladle analysis), maximum.

C

SI

MN

P

S

B

CR

CU

MO

0.20

0.80

1.70

0.020

0.010

0.005

1.50

0.50

0.70

N

NB*

NI

TI*

V*

ZR*

 

 

 

0.015

0.06

2.0

0.05

0.12

0.15

 

 

 

EN 10025-6 s890ql steel plates V Notch Impact Test

Position of Samples

0 ºC

-20 ºC

-40 ºC

Longitudinal

50 Joules

40 Joules

30 Joules

Transverse

35 Joules

30 Joules

27 Joules

en 10025-6 s890ql steel plates Quenched and Tempered Structural Steel

Minimum recommended inside bending radius

Axis of bend in transverse direction
3.0t

Axis of bend in longitudinal direction
4.0t

3. The steel specified in this standard can be used for the production of hot rolled plate with minimum nominal thickness of 3 mm and maximum nominal thickness of less than 150 mm for S460, S500, S550, S620, s690, S890 and s960 series steel plates. The minimum yield strength specified for Quenched and tempered steel is 460mpa1) to 960 mpa1)
4. Production size; Thickness; 6-300mm, width max 3800mm length.
en 10025-6 s890ql Chemical Composition

C

Si

Mn

P

S

B

Cr

Cu

Mo

0.20

0.80

1.70

0.020

0.010

0.005

1.50

0.50

0.70

N

Nb*

Ni

Ti*

V*

Zr*

0.015

0.06

2.0

0.05

0.12

0.15

PLATE THICKNESS MM

YIELD STRENGTH REH (MPA)

TENSILE STRENGTH R(MPA)

ELONGATION A5 % MINIMUM

IMPACT STRENGTH J, MINIMUM

3 to50

890

940 – 1100

11

30 @ -40º C

50to 100

830

880 – 1100

11

30 @ -40º C

en 10025-6 s890ql steel plates manufacturer and property Chemical Properties Of s890ql steel plate:

C

Si

Mn

Ni

P

S

Cr

Mo

V

N

Nb

Ti

Cu

Zr

B

CEV

max   0.2

max   0.8

max   1.7

max   2

max   0.025

max   0.015

max   1.5

max   0.7

max   0.12

max   0.015

max   0.06

max   0.05

max   0.5

max   0.15

max   0.005

max   0.82

Mechanical Properties Of s890ql steel plate:

Designation

Mechanical Properties (ambient temperature)

Steel Name

Steel Number

Min. Yield Strength Reh MPa

Tensile Strength Rm MPa

Min. % elongation after fracture

Nominal thickness (mm)

Nominal thickness (mm)

≥3 ≤50

≥50 ≤100

≥100 ≤150

≥3 ≤50

≥50 ≤100

≥100 ≤150

S890QL

1.8983

890

830

––

940/1100

880/1100

––

11

Notch Impact Energy:

Grade

Sample Orientation

@ 0°C

@-20°C

@-40°C

@-60°C

S890QL

Longitudinal

50 J

40 J

30 J

––

Traverse

35 J

30 J

27 J

––

1.Grade:
S500QL, S500QL1, S460Q, S460QL, S460QL1, S620QL1, S550Q, S550QL, S550QL1, S500Q, S890QL1, S960Q, S960QL, S620Q, S620QL, S690Q, S690QL, S690QL1, S890Q and S890QL steel plate grade.

2. Specification:
  Thickness: 8mm to 300mm
   Width: 1500mm to 4200mm
   Length: 4000mm to 18000mm

3. Adopt Standard: EN10025-6 2004

4. Heat Treatment: Hot Rolled, CR, Normalized, Quenched, Tempering, TMCP, Electroslag Remelting Technology, etc.

5. Delivery Time: 30-40days

6. Payment Item: 30% TT, or LC and TT.

7..Trade Terms: FOB, CFR, CIF

8. Steel Services: Cutting, Painting, Pretreatment, and The third party inspection in DNV, BV, LR, ABS, SGS ,etc and others in super thick ship steel plate.

Gangsteel is specialized in super thick low alloy, high strength steel plate and cooperated with ABS, BV, DNV, CCS, GL, LR, KR, NK, and RINA Classification Society to approve the super thickness plate to 300mm now.
If you have any inquiry in steel price or technical conditions, please contact us freely.

API 5L and ASTM A53 API Specification 5L line pipes ; seamless and welded line pipes for conveying water, gaseous and liquid hydrocarbons and for the development of chemical and industrial vegetation, oil refineries etc. ASTM A53 Steel pipes, black and scorching-dipped, zinc-coated, welded and seamless, with nominal diameter from 1/8” – 26”. Please note that API 5L pipes might be warmth-handled, ASTM A53 pipes are all cold fashioned.

The standard specifies seven steel grades, and their yield strength at ambient temperature is different. All steel grades to be supplied in the following steps shall be established when required. The specified minimum value of impact energy when the weather is not lower than – 20 �� (no label). When the temperature is not lower than – 50 ��, the specified minimum value of impact energy is expressed in L. (except for s960), the minimum amount of impact energy set when the temperature is not lower than – 60 �� is defined as L1. In quenching and tempering delivery conditions (q) and grade L: Steel en 10025-6-s460ql; or steel en10025-6-1.8906.

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