S690ql Steel Plate, En 10025
Gangsteel Produce and export EN 10025 S690QL high strength, high yield, structural alloy quenched and tempered steel plate. EN 10025-6 S690QL ,,EN 10025-6 S690QL steel,EN 10025-6 S690QL equivalent,EN 10025-6 S690QL datenblatt,EN 10025-6 S690QL material,en 10025-6 EN 10025-6 S690QL,EN 10025-6 S690QL equivalent material,EN 10025-6 S690QL material equivalent,EN 10025-6 S690QL plate,EN 10025-6 S690QL data sheet,EN 10025-6 S690QL hardness,EN 10025-6 S690QL thyssenkrupp,EN 10025-6 S690QL properties, EN 10025-6 S690QL equivalent astm,EN 10025-6 S690QL chemical composition,EN 10025-6 S690QL welding,EN 10025-6 S690QL suppliers and EN10025-6
The S700MC-2 has the very best impression toughness energies, when considering the influence toughness at the weld steel. Since the weld steel and welding process is identical for all of the welds, the compositional changes in weld metal chemistry by dilution have affect on weld steel impression toughness.
Comments
Experimental tensile testings of the welded joints have been performed at five different temperatures in the range from 20 to 550 °C. Our S690Ql is a structural steel grade and is produced to give excessive yield energy throughout usage. The material can be warmth treated utilizing quench and mood strategies. S690QL plates have higher payload capacity and are vitality efficient, hence can be used in leaner structures.
|
Grade |
Sample Orientation |
@ 0°C |
@-20°C |
@-40°C |
@-60°C |
|
S690QL |
Longitudinal |
50 J |
40 J |
30 J |
¨C¨C |
|
Traverse |
35 J |
30 J |
27 J |
¨C¨C |
The production of the S690QL GANGSTEEL PLATES is done by using premium quality of alloy that is actually sourced from reliable market vendors. The material here is heat treated the tempering and quenching process and is having excellent welding and ending properties.s690ql1 property pneuscoolscharleroi.beS690QL1 Quenched and Tempered Structural Steel Beverly EN10025 S690QL1 Extra Toughness Steel Plate. Steel Number 1.8988 EN10025:6:2004 S690QL1 has a minimum yield strength of 690Mpa in quenched and The causes of multiple sclerosis Use Prednisone tempered conditions, it has extra tough with minimum impact values lower to 60ºC..Microstructure, mechanical properties and microtexture of 1000 mm 400 mm 8 mm S690QL steel plates are joined by friction stir welding (FSW). Maximum hardness is reduced by optimization of process parameters. Various microstructures are formed but no martensite after process optimization. Texture is modified in mechanically affected zones of the weld.
S690 QL steel is a high yield structural steel grade produced in compliance with EN 10025:6:2004.The material is heat treated using the quench and temper process and has good bending and welding properties. Due to the materials high strength nature, using S690QL will promote leaner designed structures with increased payload capacity and energy efficiency.S690 QL steel,S690QL Chemical,S690QL steel supplier GANGSTEEL Offer S690 QL is a high yield structural steel grade produced in compliance with EN 10025:6:2004.If you need buy S690 QL,we can offer S690QL Mechanical Properties and S690QL Chemical Composition.En10025:S690Q S690QL S690QL1 pressure vessel steel plates7.chemical composition, mechanical property,and yield strength If you need EN10025:S460Q S460QL S460QL1 S500Q S500QL S500QL1 S550Q S550QL S550QL1 S620Q S620QL S620QL1 S690Q S690QL S690QL1 S890Q S890QL S890QL1 S960Q S960QL pressure vessel steel plate,or chemical composition, mechanical property,and tensile strength
Gangsteel supply EN 10025 S690QL high strength, high yield, structural alloy quenched and tempered steel plate. Call for more information or find out more here.
S690QL – Grade Designation
The grade designation of S690QL are the following:
S = Structural Steel
690 = minimum yield strength (MPa)
Q = Quenching & Tempering
L = Low notch toughness testing temperature
EN 10025-6 S690QL – Chemical Composition
| Element |
Percentage % |
Element |
Percentage % |
|
C |
0.20 |
Cu |
0.50 |
|
Si |
0.80 |
Mo |
0.70 |
|
Mn |
1.70 |
Nb* |
0.06 |
|
P |
0.025 |
Ni |
2.0 |
|
S |
0.015 |
Ti* |
0.05 |
|
N |
0.015 |
V* |
0.12 |
|
B |
0.0050 |
Zr* |
0.15 |
|
Cr |
1.50 |
EN 10025-6 S690QL – V Notch Impact Testing
|
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 |
|||
|
S690QL |
1.8931 |
690 |
650 |
630 |
770/940 |
760/930 |
710/900 |
14 |
Due to the material’s high strength nature, using S690QL will promote leaner designed structures with increased payload capacity and energy efficiency. The technical details of S690QL are outlined below. S690QL Grade Designation. The grade designation of S690QL are the followings = Structural Steel; 690 = minimum yield strength (MPa)S690QL / 1.8928 Steel Number Chemical composition Chemical composition of steel S690QL (1.8928), Standards of steel S690QL (1.8928) Mechanical Properties of steel S690QL (1.8928) Equivalent grades of steel S690QL (1.8928) steel S690QL (1.8928) Tensile Strength, Elongation, Proof strength , HardnessS690QL High Yield Strength SteelS690QL Dillimax 690T is a fine grained quenched and tempered steel plate notable for its high strength. S690QL plates are used in a wide variety of engineering applications where strength is important including cranes, critical structural components in building and stadia and
EN 10025-6 S690QL stock list
| Grade |
Size mm |
Thick |
Width |
Length |
|
BS700MCK2 |
6*1500*13000 |
6 |
1500 |
13000 |
|
BS700MCK2 |
6*1500*13000 |
6 |
1500 |
13000 |
|
BS700MCK2 |
6*1500*6100 |
6 |
1500 |
6100 |
|
BS700MCK2 |
6*1500*6100 |
6 |
1500 |
6100 |
|
BS700MCK2 |
6*1500*6100 |
6 |
1500 |
6100 |
|
BS700MCK2 |
6*1500*6100 |
6 |
1500 |
6100 |
|
BS700MCK2 |
6*1500*6100 |
6 |
1500 |
6100 |
|
BS700MCK2 |
6*1500*6100 |
6 |
1500 |
6100 |
|
BS700MCK2 |
6*1500*6100 |
6 |
1500 |
6100 |
|
BS700MCK2 |
6*1500*6100 |
6 |
1500 |
6100 |
|
BS700MCK2 |
6*1500*8500 |
6 |
1500 |
8500 |
|
BS700MCK2 |
6*1500*8500 |
6 |
1500 |
8500 |
|
BS700MCK2 |
6*1500*8500 |
6 |
1500 |
8500 |
|
BS700MCK2 |
6*1550*11000 |
6 |
1550 |
11000 |
|
BS700MCK2 |
7*1500*11000 |
7 |
1500 |
11000 |
|
BS700MCK2 |
7*1500*11000 |
7 |
1500 |
11000 |
|
BS700MCK2 |
7*1500*11000 |
7 |
1500 |
11000 |
|
BS700MCK2 |
7*1500*11000 |
7 |
1500 |
11000 |
|
BS700MCK2 |
8*1500*11000 |
8 |
1500 |
11000 |
|
BS700MCK2 |
8*1500*11000 |
8 |
1500 |
11000 |
|
BS700MCK2 |
8*1500*11000 |
8 |
1500 |
11000 |
|
BS700MCK2 |
8*1500*13000 |
8 |
1500 |
13000 |
|
BS700MCK2 |
8*1550*6100 |
8 |
1550 |
6100 |
|
BS700MCK2 |
8*1550*6100 |
8 |
1550 |
6100 |
|
BS700MCK2 |
8*1550*6100 |
8 |
1550 |
6100 |
|
BS700MCK2 |
8*1800*13000 |
8 |
1800 |
13000 |
|
BS700MCK2 |
8*1800*13000 |
8 |
1800 |
13000 |
|
BS900D |
3*1400*9000 |
3 |
1400 |
9000 |
|
BS900D |
3*1400*9000 |
3 |
1400 |
9000 |
|
BS900D |
4*1500*13000 |
4 |
1500 |
13000 |
|
BS900D |
5*1500*12000 |
5 |
1500 |
12000 |
|
BS900D |
6*1650*12300 |
6 |
1650 |
12300 |
|
BS900D |
6*1650*12300 |
6 |
1650 |
12300 |
|
BS900D |
6*1650*2500 |
6 |
1650 |
2500 |
|
BS900D |
7*1500*12000 |
7 |
1500 |
12000 |
|
BS900D |
7*1500*12000 |
7 |
1500 |
12000 |
|
BS900D |
8*1500*12000 |
8 |
1500 |
12000 |
|
BS900D |
8*1800*13000 |
8 |
1800 |
13000 |
|
BS960E |
12*1500*12000 |
12 |
1500 |
12000 |
|
BS960E |
12*1500*12000 |
12 |
1500 |
12000 |
|
BS960E |
3*1400*9000 |
3 |
1400 |
9000 |
|
BS960E |
4*1500*13000 |
4 |
1500 |
13000 |
|
BS960E |
4*1500*13000 |
4 |
1500 |
13000 |
|
BS960E |
5*1500*12000 |
5 |
1500 |
12000 |
|
BS960E |
5*1500*12000 |
5 |
1500 |
12000 |
Properties
Mentioned problems, in addition to others, could be successfully solved by correct choice of the procedure, filler steel and expertise of welding, verified by experiments conducted in laboratory or in real operating circumstances. Thus, partially because of results reported in this paper, technologists will acquire the possibility to foretell prematurely, in a very brief time period, the mechanical and metallurgical properties of joints of this class of excessive power steels. This shall be possible with out conducting the massive variety of sensible tests or relying on personal experience of a designer. The topic of the research, results of which are offered on this paper, was experimental investigation of welded samples of the high energy steel S690QL. In order to establish the optimum welding process, one has to check and/or verify totally different parameters of the chosen know-how.
The primary goal of these prolonged checks was to evaluate the variations in power values alongside the weld seam. Therefore, tensile take a look at specimens have been extracted from the welded plate specializing in the transient region of the beginning and finish of the weld.
The joints have been welded on S690QL excessive strength steel plates utilizing the Metal Active Gas Welding and two filler materials of various properties. Since the metal S690QL belongs to a bunch of steels with excessive strength, the aim of this paper is to determine the temperature at which power begins to lower.
for welding the structures made of the high stren gth steel S690QL is presented. That steel belongs in to a group of steels with e xceptional mechanical properties. The most prominent properties S690QL Structural Steel Plate, S690QL Plate, DILLIMAX 690 S690QL Structural Steel Plate Specification Thickness 12 60mm Width 1500 3500mm Length 3000 18000mm Grade S690QL EN10137 2 EN10025 6:2004, A709 100, DILLIMAX 690, NAXTRA 70, WELDOX 700, E690, JFE HITEN 780LE, ALFORM 700. Properties of S690QL Structural Steel PlateEN 10025 6 S690QL high yield structural steels Plates Other Types Of EN 10025 6 S690QL Q + T structural steels Plates . EN 10025 6 Plates Stockholder, S690QL Plates Stockists in Maharashtra Mumbai, Grade S690QL hot rolled structural steel Plates Stockyard, high yield strength EN 10025 6 S690QL structural steels Plate wholesaler, S690QL (Q + T ) quenched and tempered condition heat treatment steel plate, material No. 1.8928 Plates Suppliers
S690QL Plates is a high yield structural steel or High strength steels grade produced in compliance with EN 10025:6:2004. The material is heats treated using the quench and temper process and has good bending and welding propertiesS690QL/S690QL1/S690QL2 High Strength Steel PlateS690Q/S690QL/S690QL1 HSLA steel plate with Quenching and Tempering Steel. 1.Applicationlow temperature resistant, high strength of key parts, construction machinery, mining machinery structure, etc. 2 .Steel GradesS690Q/S690QL/S690QL1 . Execution standardBS EN10025 04 Size5 ~ 300 mm x 1500 4500 mm x L. 3 . Supply technical conditionsMicrostructure, mechanical properties and microtexture of It is shown that it is possible to weld this high yield strength steel using FSW process with satisfactory geometric, microstructural and mechanical properties. Highlights1000 mm 400 mm 8 mm S690QL steel plates are joined by friction stir welding (FSW). Maximum hardness is reduced by optimization of process parameters.
Two try out campaigns of friction stir welding (FSW) were performed with different friction parameters to join S690QL high yield strength steel. The welds were investigated at macroscopic and microscopic scales using optical and electronic microscopy and microhardness mapping. Welds of the second campaign exhibit microstructures and mechanical EN 10025 6 S690QLS690 QLS690QL High Yield Steel Victor Steel is leading suppliers of S690QL Steel Plates.we have Large stock of EN 10025 6 S690QL plate.EN 10025 S690QL High Strength Structural Steel Plate price US $300 800/TonS690QL Plate Supplier Exporter India / S690QL Plate Price S690ql Steel Exporter India, Astm A514 S690ql High Tensile Structural Steel Plate, High Yeild Strength Alloy Naxtra M700 Steel Plates, Dillimax 690t High Yeild Steel Plates Exporter, Qste 690 Tm Hsla Yield Steel Plate, Din En S690 Q Plates Stockiest, S890ql Steel
S690QL Longitudinal Transverse 35 J 40 J 30 J 30 J 27 J 60 J S690QL1 Longitudinal Transverse 40 J 50 J 35 J 40 J 30 J 30 J 27 J Number of Tests Tensile test and impact test (3 samples) every 40 t or per heat treatment unit respectively.Mechanical properties of EN10025 6 1.8928 high strength EN10025 6 1.8928 high strength S690QL steel plate is structural steel grade with good bending and welding properties. S690QL steel plate is always heat treated using the quench and temper process. In S690QL steel, the code “S” means structural steel; the code “Q”refers to the delivery condition, in this case to quenched & Tempered; the code “L” means that the average minimum values for impact S690 QL EN 100256:2004 + A1:2009 Quenched and 1) The code “S” for steel grade S690QL means structural steel. 2) The code “Q” refers to the delivery condition, in this case to quenched and tempered. 3) Code “L” means that the average minimum values for impact energy have been defined at a temperature of 40°C.
Hence, intercritically reheated and tempered areas type and these areas could have completely totally different mechanical properties than unaltered HAZ areas. The softening can be lowered by inhibiting the extreme grain development in the HAZ. It has been noticed that grain coarsening and excessive softening in the warmth-affected zone could be inhibited by the utilization https://gangsteel.com/low-alloy-and-high-strength-steel-plate/en10025-6-steel-plate/ of micro-alloying parts like V, Nb or Ti and therefore the weldability of HSS could be improved . Nano-sized carbides in ferrite matrix formed by micro-alloying parts assist avoiding extreme softening within the HAZ . Welding strategies, during which the heat input is restricted, might result in improved weld properties as reported by Farrokhi et al. .
- Hence, intercritically reheated and tempered areas form and these regions could have fully completely different mechanical properties than unaltered HAZ regions.
- The softening may be lowered by inhibiting the excessive grain growth in the HAZ.
- It has been noticed that grain coarsening and excessive softening within the warmth-affected zone could be inhibited by the usage of micro-alloying components like V, Nb or Ti and therefore the weldability of HSS could be improved .
- Nano-sized carbides in ferrite matrix shaped by micro-alloying components help avoiding excessive softening within the HAZ .
The extended tests are primarily focused on the evaluation of the mechanical power properties alongside the weld axis and basic bending behaviour, relying on the welding circumstances. Considering that each one the welding technological parameters and procedures, component’s geometry, and material’s bodily properties are similar, it is enough to use one of the three supplies being investigated. These results from the extended tensile checks had been made with digital picture correlation measurements, at the frequency of 2 Hz, utilizing a Lavision Imager Pro X digital camera system. The strain and its localization had been estimated by analyzing the images using DaVis software.
Weldability represents a very complicated property of a fabric that reveals its capacity to kind a welded joint of sure traits, by utility of the sufficient welding process. The process of weldability estimate, based mostly on the transformation diagrams of continuous cooling (CCT-diagrams) and the measured temperature cycles, is offered in this paper. The goal was to determine the weldability to have the ability to define the optimal onerous-going through know-how of the thermo steady steels. The temperature cycles had been measured after which the obtained values for the important cooling time t8/5 were entered into the CCT diagrams to estimate the hardness and microstructure of the welded joint’s zones. Experiments have been conducted on the multi-layered exhausting-confronted samples made from the metal for manufacturing of the forging dies.
Extended tensile tests were conducted only for the modern S700MC-1. The goal of these tests was to define how the properties change alongside the weld line and the results are established in Figure 7. Figure 7 exhibits a transparent reducing development in the yield energy as the space from the beginning of the weld increases. The decrease is more pronounced at both ends of the plate and within the stationary zone solely a small decrease may be observed.