S550ql1 Plate Specs

Standard: EN 10025-6:2004, European standard for hot-rolled structural steel. Part 6 – Technical delivery conditions for flat products of high yield structural steels in the quenched and tempered condition

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Gangsteel produced and export EN10025-6 high strength S690Q steel plate, We had min 1000tons stock for high strength S690Q equal grade and we also provide the cutting service with cnc, water cutting or laser cutting. Related keywords:en s690q,en 10025 s690ql,en 10025-6 s690q,en 10137 2 grade s690q,en 10025-6 s690ql equivalent astm,s690ql en 10025,s690q en 10025-6,en 10025 s690ql1,s690q en 10137-2,en 10137-2 s690ql,s690ql en 10025-6,en 10025 s690q,en 10025 steel,en 10025-s355j2men 10025-2 s355jr,en 10025 astm equivalent,en 10025-6 s690ql,en 10025 s690ql,en 10025 steel equivalent,en 10025 s355k2g4,en 10025-6 s690ql equivalent astm,en 10025-6 s690q,bs en 10025-6-s690ql,acero en 10025-6 s690ql,en 10025 s690ql1,en 10025 p 6 2004 s690ql,en 10025-1 equivalent,ss-en 10025-6 s690ql and en 10025-6 grade s690ql.

The submit-fireplace retention elements that obtained from the experimental investigation had been in contrast with current predictive equations within the literature. New predictive equations are proposed to find out the residual mechanical properties of excessive energy steels after publicity to fireplace. It is proven that the proposed predictive equations are appropriate for both cold-fashioned and scorching-rolled excessive energy metal supplies with nominal yield stresses ranged from 690 to 960 MPa.

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The modulus of elasticity was constant when utilizing each monotonic and repeated loading but differed from the code values. Further comparisons of the mechanical properties of steels with the same strength grade with the values within the literature affirm the importance of testing HSSs produced with totally different manufacturing processes. The constitutive equations and representative materials fashions proposed for S700 MC additionally help the implementation of a performance-based mostly strategy to structural fire security design.

a EN 10025-6 S690Q strength steel bar for prestressing concrete

Strenx® 960 is a structural metal that ensures a minimal yield power of up to 960 MPa relying on thickness. S960QL

  • The examine also discovered that the fabric fashions in current codes are not applicable to the investigated excessive energy steels.
  • The check outcomes are also compared to predictions of high temperature properties from varied building codes and different requirements.
  • The distinction between the reduction factors of elastic modulus for Q690 and Q550 was 30% at 600°C.
  • The take a look at results are compared to other exams on high energy steels reported in literature.

With this analysis gap being recognized, commonplace tensile checks for Grade S690 steels produced from Quench-Temper Process and Thermo-Mechanically Controlled Process had been performed. In General, the elastic moduli were similar for HTSs from completely different warmth-therapy methods, however the effective yield power of TMCP-S690 deteriorated more than that of QT-S690 at elevated temperatures. High power steels are becoming increasingly attractive for structural and architectural functions as a result of their superior power-to-weight ratio which may result in lighter and stylish constructions. The post-fireplace mechanical properties of high strength steels have an important role in evaluating the residual strengths of those materials.

DIN EN S690Q /S690QL/S690QL1 Condition of Delivery Water quenched and tempered. Typical Applications Heavy road vehicleschassis, dumper bodies. Cranes constructionbooms of mobile cranes. Structural steelworksbridges, bridge components, components for offshore structures. Pressure vesselsfixed and transportable storage tanks, vessels.S690Q Steel Plates Manufacturer in China, S690Q Steel The S690Q grade is austenitic in nature suitable for heavy engineering works. Plus, it has good formability and weldability property. Plates are both magnetic and non magnetic in nature. It serves good resistivity towards crevice and pitting cracking subjected to impact loads.S690QL Plate, S690QL Steel Plates, S690QL Quenched and What is S690QL Steel Plate Legally certified industry Rexton steel & alloys are busy in supplying the excellent and desirable quality of S690QL PLATES globally. They are fully focusing on offering clients with the top notch quality of plates and other essential services.

S690Q steel is used in structures subject to extreme loadsmining and heavy construction equipment, crane equipment, offshore drilling platforms, supporting structures for wind turbines, bridges and trestles.Plates of S690Q steel grade MetinvestS690Q structural high strength steel with minimum yield strength of 690 MPa supplied in quenched and tempered condition (Q). Plates of S690 steel grade comply with EN 10025 6 standard.S690Q / 1.8931 SteelNumber Chemical composition S690Q Number1.8931 ClassificationAlloy special steel with specified minimum values of impact energy at temperatures not lower than 20 °C StandardEN 10025 62004 Hot rolled products of structural steels. Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition

Hence, there is an urgent want to grasp the mechanical properties of high strength steels after cooling down from hearth. A research project based mostly on experimental study was carried out to research the deterioration of mechanical properties of high energy steels after hearth. Tensile coupon checks have been undertaken on two commonly used excessive strength metal grades S460 and S690 after cooling down from elevated temperatures up to a thousand °C. The post-fireplace elastic modulus, yield and ultimate strengths, ductility and stress–strain curves were obtained from this study. It is discovered that the post-hearth mechanical properties of high strength steels are different from that of mild steels.

This paper presents a evaluation of high power steels in structural purposes including the important thing design issues. Particular focus is given to the lateral torsional buckling response of laterally unrestrained beams. A finite element mannequin is developed to analyze this behaviour at ambient and elevated temperature. A series of beams between 500 and 4500 mm in size are studied so as to develop buckling curves that are comparable with current design provisions. At ambient temperature, it’s proven that the entire buckling curves presently included in Eurocode 3 Part 1-1 give unsatisfactory and probably unsafe predictions.

Further, some distinctive predictive equations are proposed for the elevated-temperature mechanical properties of VHSS S960. The research results might be employed as fundamental data to numerically or theoretically analyze the hearth performance of metal constructions with members made from S960 and to carry out accurate fireplace-resistance design. This examine is motivated by increasingly prevalent use of excessive tensile-strength steel in constructions, where fire is among the excessive situations that need to be taken under consideration in design part. Previous research confirmed lack of knowledge concerning the results of warmth-therapy strategies on temperature dependent mechanical properties of the HTS.

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The research also discovered that the fabric fashions in present codes usually are not relevant to the investigated high strength steels. High and extremely-excessive power steels are increasingly utilized in constructions of tall and super-tall buildings, where fire security has a considerable impression on the structural design. At elevated temperatures, the mechanical properties of excessive strength steel reported within the literature have an observable scatter. In this paper, the mechanical properties of S700 MC at elevated temperatures had been investigated with regular state and transient state tensile exams. The reduction components of yield strength started to lower from 100 °C onwards, while the EN values haven’t any decrease as much as 400 °C.

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S690Q is stunning yield quality real steels review in the quenched and tempered. The picture S is relating steel, 690 for the base yield quality in thickness under 50mm.The Symbol Q mean the vehicle condition in secured and tempered. S690q could be through the 20-temperature impact and the significance is 30J.Definition of BS7608 fatigue classes for structural steels Concerning the oxy fuel cutting, the Loga mean test values of S355M and S690Q are lower than the corresponding Loga limit values obtained for the design class B, so class B cannot be applied strictly to S355M and S690Q with oxy fuel cut edges. Consequently, the analysis followed here provides the same fatigue class for oxy fuel cut straight Down Loadstone Supplier.Gangsteel supply high strength steel plates in S690Q,S690QL,S690QL1,S890Q,S960Q,S890QL
Equivalent Grades of EN 10025–6:2004 S690QL Steel Plate

Grade

Standards

Country

S690QL EN10137-2 EN10025-6:2004

EN

EUROPE

A709-100

ASTM

USA

TStE690V DILLIMAX 690 NAXTRA 70

DIN, WNr

GERMANY

E690T E690TFP S690T

AFNOR/ NF A36- 204

FRANCE

FeE690VKT

EN

EUROPEAN (OLD)

2625 WELDOX 700

SS

SWEDON

E690

ISO 4952

INTER

JFE HITEN 780LE

JIS

JAPAN

ALFORM 700

AUSTRIA

mechanical properties of grade EN10025-6 S690Q

 

Minimum yield strength – ReH
MPa

Tensile strength Rm
MPa

Minimum elongation – A
Lo = 5,65* √So (%)

Steel grade

Nominal thickness
mm

Nominal thickness
mm

 

>3
≤50

>50
≤100

>100
≤150

>3
≤50

>50
≤100

>100
≤150

S690Q

690

650

630

770-940

760-930

710-900

14

EN10025-6 Notch impact test.
Notch impact test – longitudinal. Minimum values of impact energy for impact tests on longitudinal V-notch test pieces for quenched and tempered steel

EN10025 S690Q Structural Steel. EN10025:6:2004 Hot Rolled S690Q, Steel Number 1.8928. 690 N/MM 2 high yield, high strength structural steel plate notch impact tested in longitudinal direction to the rolling direction at 40degree C, thus being excellent in forming and Pharmacia ita welding properties that achieve another higher level of beauty and durability in steel engineering structure. Steel Plate 2.25Cr1Mo0.25V(H) S690QSteel Plate 2.25Cr1Mo0.25V(H) Category Pressure Vessel and Boiler Steel Plate ModelWYJ046 2006 Standard Specification is for boilers and pressure vessels designed in H2 service. The dimension, shape, weight and permissible deviation shall comply with SA20/SA20M.Optimal welding technology of high strength steel S690Q For the S690Q L steel, the recommended . preheating temperature should be 150

Temperature
°C

-20

0

Min. absorbed energy
J

40

50

Notch impact test – transverse. Minimum values of impact energy for impact tests on transverse V-notch test pieces for quenched and tempered steel, when the impact test on transverse test pieces is agreed at the time of the order.

Temperature
°C

-40

-20

0

Min. absorbed energy
J

27

30

35

The tables below show the chemical composition of grade EN10025-6 S690Q

 

Ladle analysis.
Depending on the thickness of the product and the manufacturing conditions, the manufacturer may add to the steel one or several alloying elements up to the maximum values given in order to obtain the specified properties.
Nb, Ti, V, Zr shall be at least 0,015 % of a grain-refining element present. Aluminum is also one of these elements. The minimum content of 0,015 % applies to soluble aluminum, this value is regarded as attained if the total aluminum content is at least 0,018 %; in case of dispute the soluble aluminum content shall be determined.

Steel grade

C
max.
%

Mn
max.
%

Si
max.
%

P
max.
%

S
max.
%

B
max.
%

Nb
max.
%

V
max.
%

Ti
max.
%

Cr
max.
%

Mo
max.
%

Ni
max.
%

Cu
max.
%

Mo
max.
%

N
max.
%

Zr
max.
%

CEV
max. %

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

≤50

>50
≤100

>100
≤150

S690QL

0,20

1,70

0,80

0,020

0,010

0,005

0,06

0,12

0,05

1,50

0,70

2,0

0,50

0,70

0,015

0,15

0,65

0,77

0,83

 

EN10025-6 S690Q Steel Grade Equivalent Table

European old
EU 137 (1983)

France
AFNOR

Sweden
SS

Germany
DIN,WNr

FeE 690 V KT

E690T

2625

TStE690V

Description by Manufacturer
Sell: S690Q, S690QL, S690QL1, S890Q, S890QL, S890QL1, S960Q, S960QL, S620Q, S620QL, S620QL1, S550Q, S550QL, S550QL1, S500Q, S500QL, S500QL1, S460Q, S460QL, S460QL1, Steel plate, EN 10025-4
EN 10025-6 steel grade specification is a high yield strength structural steels in the quenched and tempered condition steel plate grade in S500QL, S500QL1, S460Q, S460QL, S460QL1, S620QL1, S550Q, S550QL, S550QL1, S500Q, S890QL1, S960Q, S960QL, S620Q, S620QL, S690Q, S690QL, S690QL1, S890Q and S890QL steel plate grade.

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

2. Dimension(T*W*L) : Thickness: 6mm to 300mm ; Width: 1500mm to 4020mm ; Length: 4000mm to 18000mm

3. Adopt Standard: EN 10025-6.

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

5. Steel Services: Cutting, Painting, Ball blast, Pretreatment and the Third party in section in DNV, BV, LR, GL, ABS and CCS in super thick ship steel plate

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

7. Trade Terms: FOB, CFR, CIF

8. Delivery Time: 30-40days

The fire resistances of metal structures in the existing worldwide standards are primarily primarily based on experimental knowledge of hot-rolled gentle metal. Therefore, a test program has been carried out to research the fabric properties of chilly-fashioned high strength metal at elevated temperatures. The coupon specimens were EN10025-6 S690Q steel plate supplier extracted from cold-fashioned excessive power steel sq. and rectangular hole sections with nominal yield stresses of seven-hundred and 900 MPa at ambient temperature. The coupon checks were carried out via both steady and transient state check methods for temperatures up to a thousand °C.

Our S690Q is a structural steel grade and is produced to give high yield strength during usage. The material can be heat treated using quench and temper techniques. These EN 10025 6 Plates have good forming and welding properties. S690Q plates have higher payload capacity and are energy efficient, hence can be used in leaner structures.S690Q / 1.8928 SteelNumber Chemical composition Nominal thickness = 50(mm) CEV max = 0.65 Nominal thickness from 50 to 100 (mm) CEV max = 0.77 Depending on the thickness of the product and the manufacturing conditions, the manufacturer may add to the steel one or several alloying elements up to the maximum values given in order to obtain the specified propertiesEN 10025 S690QL Brown McFarlaneHigh strength quenched and tempered steel plate can be easily welded and fabricated. We often find that steel plate to EN 10025 S690QL is called different things by different engineers. Plate to this specification and grade is variously described asHigh Strength Quenched and Tempered Steel Plate. If you have requirement for high strength steel plate,please contact us by email.

a EN 10025-6 S690Q strength steel bar for concrete
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