Q690F High-Strength Low-Alloy Structural Steel

Q690F High-Strength Low-Alloy Structural Steel

Q690F High-Strength Low-Alloy Structural Steel - GB/T 16270 Technical Data

Q690F is a quenched and tempered high-strength low-alloy structural steel for welded applications, meeting GB/T 16270 with minimum 690 MPa yield and -60°C impact toughness.

Hot rolling, followed by quenching and tempering (Q+T)

Q690F High-Strength Low-Alloy Structural Steel Introduction

Q690F is a premium-grade, low-alloy, high-strength structural steel defined in the Chinese standard GB/T 16270. It is produced by quenching and tempering (Q+T) to achieve a minimum yield strength of 690 MPa, combined with excellent notch toughness at temperatures as low as -60°C (grade F). This steel offers a favorable balance of high strength, good weldability, and cold-forming ability, making it suitable for heavy-duty welded structures in demanding environments. The designation Q690F indicates: Q = yield strength class, 690 = minimum yield strength in MPa, F = quality grade with guaranteed impact energy at -60°C.

Q690F High-Strength Low-Alloy Structural Steel Chemical Composition

The chemical composition limits shown are from GB/T 16270-2009 Table 3 for grade Q690. Elements not listed are allowed as residuals. For grain refinement, Al ≥ 0.015% or combined additions are used. The actual aim values are adjusted to achieve required mechanical properties after quenching and tempering.

ElementSpecified Value (max. %)Remarks
Carbon (C)0.20Heat analysis, maximum
Silicon (Si)0.80Maximum
Manganese (Mn)1.70Maximum
Phosphorus (P)0.020Maximum (grade F)
Sulfur (S)0.010Maximum (grade F)
Chromium (Cr)1.50Maximum
Nickel (Ni)2.00Maximum
Molybdenum (Mo)0.70Maximum
Copper (Cu)0.50Maximum
Niobium (Nb)0.06Maximum
Vanadium (V)0.12Maximum
Titanium (Ti)0.05Maximum
Boron (B)0.005Maximum
Aluminium (Al)≥0.015Minimum when used as grain refiner
Nitrogen (N)0.015Maximum

Q690F High-Strength Low-Alloy Structural Steel Thermal and Electrical Physical Properties

These physical properties are not explicitly required by GB/T 16270 but represent typical values for low-alloy quenched and tempered structural steels with similar composition. They may be used for design calculations at ambient temperature.

PropertyTypical ValueUnitTest Condition/Remarks
Density (ρ)7850kg/m³Ambient temperature
Modulus of Elasticity (E)210GPaAmbient temperature
Shear Modulus (G)81GPaAmbient temperature
Poisson's ratio (ν)0.30Ambient temperature
Thermal Expansion Coefficient (α)12.0 × 10⁻⁶1/K20–100 °C
Thermal Conductivity (λ)42W/(m·K)At 20 °C
Specific Heat Capacity (c)460J/(kg·K)Ambient temperature
Electrical Resistivity (ρe)0.25 × 10⁻⁶Ω·mAt 20 °C

Q690F High-Strength Low-Alloy Structural Steel Mechanical Properties

Mechanical properties apply to delivery condition quenched and tempered. Values vary with product thickness. Impact test uses longitudinal Charpy V-notch specimens. Bend test is performed to 180° without cracks. For intermediate thicknesses, linear interpolation may be used according to the standard.

PropertySpecified ValueUnitTest Condition / Thickness
Yield Strength (ReH)≥690MPaThickness ≤ 50 mm
Yield Strength (ReH)≥670MPa50 mm < thickness ≤ 100 mm
Yield Strength (ReH)≥630MPa100 mm < thickness ≤ 150 mm
Tensile Strength (Rm)770 – 940MPaThickness ≤ 50 mm
Tensile Strength (Rm)750 – 920MPa50 mm < thickness ≤ 100 mm
Tensile Strength (Rm)720 – 900MPa100 mm < thickness ≤ 150 mm
Elongation after Fracture (A)≥14%Thickness ≤ 50 mm, L0=5.65√S0
Elongation after Fracture (A)≥14%50 mm < thickness ≤ 100 mm
Elongation after Fracture (A)≥13%100 mm < thickness ≤ 150 mm
Bend Test (Bend Diameter)d = 3a (180° bend, no cracks)a = specimen thickness
Charpy Impact Energy (KV2)≥27JLongitudinal, testing at -60°C (grade F)

Q690F High-Strength Low-Alloy Structural Steel Fully Equivalent Material Standards & Substitute Grades

Country/RegionStandardGradeRemarks
EuropeEN 10025-6S690QL1Closest direct equivalent, minimum impact 27J at -60°C (QL1 option). Verify specification for full compliance.
ChinaGB/T 16270Q690FOriginal grade, fully compliant with F-level toughness.

Q690F High-Strength Low-Alloy Structural Steel Application Introduction

Q690F is engineered for load-bearing and fatigue-critical welded structures operating in sub-zero environments. Its high strength allows for weight reduction and thinner sections, while the guaranteed -60°C toughness ensures structural integrity in cold climates. Proper welding and forming procedures are essential. Preheating and post-weld heat treatment may be required depending on thickness and hydrogen control requirements.

Product Applications: Welded beams and girders for bridges, Boom and arm components of excavators and cranes, Jack-up rig legs and offshore structural nodes, Heavy-duty truck frames and dumper bodies, Wind turbine tower shells and flanges, High-head penstock and draft tubes

Processed into products: Crane boom chords and lattice columns, Load-bearing stiffeners and box sections, Welded structural joints with high fatigue demands, Shafts and pin joints for heavy machinery, Pile-driving hammer adapters, Wear plates integrated into structural members

Application industries: Mobile cranes and heavy lifting equipment, Offshore oil and gas platforms, shipbuilding, Steel bridges (especially in cold regions), Mining and earth-moving machinery, Tower structures, high-strength building columns, Pressure vessels and storage tanks (low-temperature service)

Q690F High-Strength Low-Alloy Structural Steel Similar/Comparable Material Grades

Country/RegionStandardGradeRemarks
ChinaGB/T 16270Q690DSame strength, impact at -20°C instead of -60°C; suitable for less severe low-temperature applications.
EuropeEN 10025-6S690QMinimum impact at -20°C; equivalent to Q690D in toughness level.
EuropeEN 10025-6S690QLMinimum impact at -40°C; one temperature class below F grade.
USAASTM A514/A514MGrade B / H / SQuenched and tempered 690 MPa yield; impact properties must be requested separately, no standard -60°C guarantee.
JapanJIS G 3128 (or JIS G 3140)SHY685 / YQ690Japanese shipbuilding or bridge HSLA grades; need to confirm -60°C impact availability.

Notes:

1) All mechanical properties are guaranteed in the Q+T delivery condition; re-heating or hot forming may degrade properties. 2) Welding consumables shall be carefully selected to achieve matching strength and sufficient toughness; low-hydrogen processes mandatory. 3) For plate thicknesses above 50 mm, ultrasonic testing in accordance with GB/T 2970 or equivalent is recommended. 4) Specific requirements for through-thickness properties (Z-grade) may be agreed upon order.

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