S960Q Steel under EN 10025-6

S960Q Steel under EN 10025-6

S960Q Steel under EN 10025-6: High-Strength Quenched & Tempered Steel for LSAW Pipes

Comprehensive material data for S960Q structural steel according to EN 10025-6, including chemical composition, mechanical properties, and physical performance suitable for LSAW pipe applications.

Hot rolling, quenching & tempering, cold forming, welding (LSAW, SAW), cutting, machining

S960Q Steel under EN 10025-6 Introduction

S960Q is a high-yield-strength structural steel grade defined in EN 10025-6 for hot-rolled weldable fine-grain steels in the quenched and tempered condition. With a minimum yield strength of 960 MPa at thicknesses up to 50 mm, it offers exceptional strength-to-weight ratio, good toughness at low temperatures (down to -20 °C), and reliable weldability.

  • Delivered in the quenched and tempered (+QT) condition.
  • Designed for welded structures such as heavy-duty machinery, mobile cranes, offshore platforms, and high-pressure pipelines.
  • LSAW (Longitudinal Submerged Arc Welded) pipes made from S960Q plates combine the base metal's strength with stringent dimensional accuracy.

S960Q Steel under EN 10025-6 Chemical Composition

The typical ladle analysis limits for S960Q according to EN 10025-6:2019 for product thicknesses ≤ 50 mm. Grain-refining elements like Al, Nb, Ti, and V may be added. The maximum carbon equivalent (CEV) values are specified to assure weldability.

ElementStandard Value (max, unless range)Remarks
Carbon (C)0.20 %Ladle analysis, thickness ≤ 50 mm
Silicon (Si)0.80 %Maximum unless otherwise agreed
Manganese (Mn)1.70 %Maximum
Phosphorus (P)0.020 %Maximum
Sulfur (S)0.010 %Maximum
Nitrogen (N)0.015 %Maximum
Boron (B)0.005 %Maximum
Chromium (Cr)1.50 %Maximum
Copper (Cu)0.50 %Maximum
Molybdenum (Mo)0.70 %Maximum
Niobium (Nb)0.06 %Maximum
Nickel (Ni)2.0 %Maximum
Titanium (Ti)0.05 %Maximum
Vanadium (V)0.12 %Maximum
Zirconium (Zr)0.15 %Maximum
Aluminium (Al, total)≥ 0.015 % (if added)Minimum when used for grain refinement

S960Q Steel under EN 10025-6 Thermal and Electrical Physical Properties

Typical physical properties of S960Q at room temperature and elevated temperatures. These values are for general engineering calculations and are not mandated by the delivery standard.

PropertyTypical ValueUnitTest Condition
Density (ρ)7850kg/m³20 °C
Elastic modulus (E)210GPa20 °C
Shear modulus (G)81GPa20 °C, calculated
Poisson's ratio (ν)0.3-20 °C
Thermal expansion coefficient (α)11.110−⁶/K20 to 100 °C
Thermal expansion coefficient (α)12.510−⁶/K20 to 200 °C
Thermal conductivity (λ)45W/(m·K)20 °C
Specific heat capacity (c)460J/(kg·K)20 °C
Electrical resistivity (ρe)0.25Ω·mm²/m20 °C

S960Q Steel under EN 10025-6 Mechanical Properties

Mechanical properties for S960Q plates in the quenched and tempered condition, tested in longitudinal direction at room temperature in accordance with EN 10025-6. Impact energy is based on Charpy V-notch specimens at -20 °C.

PropertyStandard RequirementUnitTest Condition
Yield strength (ReH)≥ 960MPaThickness ≤ 50 mm, longitudinal
Tensile strength (Rm)980 - 1150MPaThickness ≤ 50 mm, longitudinal
Elongation after fracture (A)≥ 10%Proportional test piece, L0 = 5.65√S0, longitudinal
Charpy impact energy (KV)≥ 27JAt -20 °C, longitudinal, average of 3 specimens
Bend test (bend angle 180°, mandrel diameter)4 × tmmThickness ≤ 16 mm
Bend test (bend angle 180°, mandrel diameter)5 × tmmThickness > 16 to ≤ 40 mm
Bend test (bend angle 180°, mandrel diameter)6 × tmmThickness > 40 mm

S960Q Steel under EN 10025-6 Identical / Direct Equivalent Material Standards and Alternative Designations

Country/RegionStandardGradeRemarks
European UnionEN 10025-6S960QOriginal designation
GermanyDIN EN 10025-6S960QAdopted European standard
FranceNF EN 10025-6S960QAdopted European standard
United KingdomBS EN 10025-6S960QAdopted European standard
InternationalISO 630-6S960QBased on EN 10025-6; impact temperature -20 °C

S960Q Steel under EN 10025-6 Application Introduction

S960Q combines very high strength with adequate toughness, making it suitable for weight-critical, dynamically loaded welded structures. LSAW pipes produced from this steel are used where high internal pressure and harsh environmental conditions demand exceptional mechanical performance.

  • Typical industries: heavy cranes, offshore oil & gas, pressure vessel fabrication, bridge building.
  • Good cold formability can be expected provided the minimum bending radii are observed.
  • Welding requires low-hydrogen processes and control of heat input to preserve the tempered microstructure.

Product Applications: LSAW steel pipes for subsea and onshore pipelines, Hollow structural sections (HSS) for lattice booms, Welded beams and columns for high-rise structures, Pressure vessels and storage tanks, Heavy-duty chassis and frames

Processed into products: Pipe elbows, tees, reducers (LSAW pipeline accessories), Crane telescopic boom sections, Offshore jacket legs and braces, Hydraulic cylinder bodies, Mining dump truck frames and shovel booms

Application industries: Crane and lifting equipment manufacturing, Offshore engineering (jack-up rigs, platforms), Hydraulic and high-pressure piping systems, Bridge construction and heavy steel structures, Mining and earth-moving machinery

S960Q Steel under EN 10025-6 Similar / Comparable Materials

Country/RegionStandardGradeRemarks
European UnionEN 10025-6S960QLSimilar strength, lower impact temperature (-40 °C) and slightly tighter alloy limits
European UnionEN 10025-6S890QMinimum yield 890 MPa; used when 960 MPa is not required
European UnionEN 10025-6S1100QHigher strength (1100 MPa min yield) but reduced toughness and stricter welding requirements
USAASTM A514 / A517Grade F, Grade QQuenched & tempered alloy steel plates; strength ranges overlap, but specific grades must be compared
JapanJIS G 3128SHY 685 / SHY 700High tensile strength steels for welded structures; lower strength levels but comparable technology

Notes:

Welding recommendation: Preheating (75–150 °C) and interpass temperature control are essential. Use of matching electrodes (e.g., AWS A5.28 ER110S-G) or undermatching fillers may be appropriate depending on design. Post-weld heat treatment (PWHT) is generally avoided as it can reduce the tempered martensite/bainite strength.
Available documentation: Inspection certificates 3.1 per EN 10204, with Charpy results at -20 °C, chemical analysis, and non-destructive testing when specified.

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