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S690Q Standard: EN 10025-6:2004, European standard for hot-rolled structural steel. Part 6 – Technical delivery conditions for flat products of high yield strength 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.

2.2.3 Chemical composition In basic, primarily based on ladle analysis, carbon content shall not exceed 0.26 %; most CEV and content material of impurities shall be in accordance with the necessities EN10025-6 S690Q steel plate supplier given in Table 2. NOTE 1 Interpolation for maximum content shall be allowed for design power not given in Table 2.

• The yield plateau, which typically terminates at strains a minimum of 10 instances bigger than the preliminary yield pressure, is followed by a part of pressure hardening at a repeatedly diminishing fee till the final word stressstrain level is reached.
• The mechanical properties of structural steels used within the fabrication of fixed offshore structures are given in material standards .
• Typical limiting values for some of the mechanical properties laid out in BS EN for grade S355, S420 and S460 metal are listed in Table sixteen.

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Particular focus is given to the lateral torsional buckling response of laterally unrestrained beams. A finite factor model is developed to analyze this behaviour at ambient and elevated temperature. A sequence of beams between 500 and 4500 mm in size are studied in order to develop buckling curves which are comparable with current design provisions. At ambient temperature, it is proven that the entire buckling curves currently included in Eurocode 3 Part 1-1 give unsatisfactory and probably unsafe predictions.

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

Hot finished elliptical hollow sections are additionally within the scope of this part. NOTE References for materials performance necessities in this section include, in alphanumerical order, BS , BS , BS 7668, BS EN , BS EN , BS EN , BS EN , BS EN and BS EN . 2.three.1 Manufacturing course of Rimming steel shall not be allowed and the steel shall be a minimum of semi-killed in the deoxidation process.

Consequently, for the same load stage, a buckling failure will occur at a lower temperature than a power failure. It can be seen in the table that the energy of metal falls in a short time when its temperature exceeds 400°C. At about 500°C, a ten% distinction in temperature can lead to a sixteen% distinction in power. For some heat-handled and special steels, it might be necessary to carry out exams to ascertain the elevated temperature properties. This is because the enhancement of properties brought on by the heat therapy could also be misplaced if the metal is heated in an unintended fire state of affairs past the heat remedy temperature.

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

NOTE References for material performance requirements on this part embody, in alphanumerical order, BS , BS , BS EN , BS EN ISO 636, BS EN ISO 2560, BS EN ISO 14171, BS EN ISO 14341, BS EN ISO and BS EN ISO 17632. 2.7.1 Mechanical properties The mechanical properties of the all-weld steel shall be obtained through multi run method.

2.eleven.2.2 Ductility The elongation after fracture on proportional gauge size shall be no less than 15 %. The tensile power to yield energy ratio shall be a minimum of 1.2 based mostly on nominal values, or a minimum of 1.1 based mostly on precise values, for nominal yield strength not larger than 460 N/mm2 .

Material S355 Steel Properties, Comparison, Equivalent

2.11.three Chemical composition In basic, primarily based on ladle evaluation, carbon content material shall not exceed 0.25 %, CEV shall not exceed 0.48 % and content of each phosphorous and sulphur shall not exceed 0.05 %. For special steel with excessive mechanical and/or plastic pressure resistances, maximum phosphorous content shall be allowed as much as 0.12 %. NOTE Depending on the product thickness or variation in metallurgical course of and meant use, the requirements for chemical composition may differ and shall be referred to BS EN , BS EN , BS EN , BS EN and BS EN . 9 2.four.2.2 Ductility The elongation after fracture on proportional gauge size shall be no less than 15 %, for nominal yield power not higher than 460 N/mm2 ; and shall be a minimum of 10 % for nominal yield strength higher than 460 N/mm2 . 2.4.3 Chemical composition In general, based on ladle analysis, carbon content shall not exceed 0.25 %, CEV shall not exceed 0.forty eight % and content material of every phosphorous and sulphur shall not exceed 0.05 %.

The tensile power to yield energy ratio shall be a minimum of 1.2 based mostly on nominal values, or no less than 1.1 based mostly on precise values. 2.2.2.3 Impact toughness As a minimum, the product shall be capable of take in at least 27 J of impression energy at 20 °C.

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In some cases, the lateral loading attributable to slugging forces should also be allowed for. However, the lateral loading generated by blast wind masses should also be accounted for, so as to prevent extreme mid-span deflections or displacement of the pipe from its supports, which in turn results in a rupture of the line or potential flange leakage.

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.