Q550E High-Strength Steel Plate

Q550E High-Strength Steel Plate

Q550E High-Strength Steel Plate: GB/T16270 Standard, Quenched & Tempered Low-Alloy for Welded Structures

Q550E is a Chinese high-strength low-alloy quenched and tempered steel plate with minimum yield strength 550 MPa, excellent low-temperature toughness (E-class, -40°C), and good weldability. Conforming to GB/T 16270, it is widely used in heavy welded structures such as bridges, pressure vessels, and machinery.

Hot rolling followed by quenching and tempering; suitable further processes include cutting (flame, plasma, laser), welding (SMAW, SAW, GMAW), bending, and machining.

Q550E High-Strength Steel Plate Introduction

Q550E is a high-strength low-alloy structural steel plate defined by the Chinese standard GB/T 16270. It is supplied in the quenched and tempered (Q+T) condition, offering a minimum yield strength of 550 MPa and excellent impact toughness down to -40°C (Grade E). The steel combines good weldability with high resistance to brittle fracture, making it suitable for heavy-duty welded structures subject to dynamic loads and low temperatures. Key features include:

  • High strength-to-weight ratio, enabling lighter designs
  • Superior notch toughness at sub-zero temperatures
  • Controlled chemistry with microalloying elements (Nb, V, Ti, B) for fine grain strengthening
  • Good cold forming and welding properties when proper procedures are followed

Typical applications span construction, bridge building, offshore engineering, pressure vessels, heavy machinery, and vehicle manufacturing.

Q550E High-Strength Steel Plate Chemical Composition

Chemical composition limits according to GB/T 16270-2009 for grade Q550E (heat analysis). All values are maximum unless a range is specified. Microalloying elements like Nb, V, Ti, and B are added for grain refinement and precipitation hardening. The carbon equivalent (CEV) is also controlled to ensure good weldability.

  • CEV = C + Mn/6 + (Cr + Mo + V)/5 + (Ni + Cu)/15
  • Low sulphur and phosphorus contents enhance toughness and resistance to lamellar tearing.
ElementContent (wt%)Remarks
C≤ 0.18Main hardening element
Si≤ 0.60Deoxidizer, strength contributor
Mn≤ 1.80Grain refiner, strength and toughness
P≤ 0.025Impurity, minimized for toughness
S≤ 0.015Impurity, low for weldability
Cr≤ 0.80Hardenability element
Ni≤ 0.80Toughness and hardenability
Mo≤ 0.30Hardenability and temper resistance
V≤ 0.10Microalloying for precipitation strengthening
Nb≤ 0.06Grain refinement and precipitation
Ti≤ 0.05Grain refinement, nitrogen fixation
B≤ 0.004Hardenability enhancer
Cu≤ 0.50Residual element, may improve corrosion resistance
CEVTypically ≤ 0.50Carbon equivalent, for weldability assessment

Q550E High-Strength Steel Plate Thermal and Electrical Physical Properties

Physical properties are typical for low-alloy high-strength quenched and tempered steel plates of similar composition. These values are not mandatory in the delivery standard but serve as engineering reference data.

  • Properties vary slightly with temperature and heat treatment condition.
  • Electrical resistivity and thermal conductivity are influenced by alloy content and microstructure.
PropertyStandard RequirementUnitTest Condition
Density (ρ)approx. 7.85g/cm³At 20 °C
Modulus of elasticity (E)approx. 210GPaAt room temperature
Shear modulus (G)approx. 81GPaAt room temperature
Poisson's ratio (ν)approx. 0.30At room temperature
Thermal expansion coefficient (α, 20–100 °C)approx. 12.010⁻⁶/KMean coefficient between 20 °C and 100 °C
Thermal conductivity (λ)approx. 45W/(m·K)At 100 °C
Specific heat capacity (cp)approx. 480J/(kg·K)At 20 °C
Electrical resistivity (ρe)approx. 0.2010⁻⁶ Ω·mAt 20 °C

Q550E High-Strength Steel Plate Mechanical Properties

Mechanical properties specified in GB/T 16270-2009 for Q550E in quenched and tempered condition. Testing is carried out on longitudinal specimens unless otherwise noted. Yield and tensile strengths apply to as-supplied plate; impact energy is for standard Charpy V-notch specimens at -40 °C.

  • Properties are thickness dependent; values for thickness >16 mm are for the core region.
  • Bending tests are performed with the bend axis perpendicular to the rolling direction.
PropertyStandard RequirementUnitTest Condition
Yield strength (ReH)≥ 550MPaPlate thickness ≤ 50 mm
Yield strength (ReH)≥ 530MPaPlate thickness > 50–100 mm
Yield strength (ReH)≥ 510MPaPlate thickness > 100–150 mm
Tensile strength (Rm)670 – 830MPaAll thickness ranges
Elongation after fracture (A)≥ 16%Thickness ≤ 100 mm, longitudinal, L0 = 5.65√S0
Elongation after fracture (A)≥ 15%Thickness > 100–150 mm, longitudinal
Charpy V-notch impact energy (KV2)≥ 34JAt -40 °C, longitudinal, thickness > 16 mm
Bend test (180°)d = 3a (no cracks)Thickness ≤ 16 mm, bend axis perpendicular to rolling direction
Bend test (180°)d = 4a (no cracks)Thickness > 16 mm, bend axis perpendicular to rolling direction

Q550E High-Strength Steel Plate Fully Equivalent Material Standards and Substitute Grades

Country/RegionStandardGradeRemarks
ChinaGB/T 16270Q550EOriginal standard; quenched and tempered, -40°C impact ≥34 J
European UnionEN 10025-6S550QLQuenched and tempered, -40°C impact; similar chemical and mechanical requirements
InternationalISO 4950-2S550QLSame as EN 10025-6 S550QL, globally recognized

Q550E High-Strength Steel Plate Application Introduction

Q550E steel is engineered for heavy welded structures that demand high strength and reliable low-temperature service. Its quenched and tempered condition provides an optimum balance of strength and toughness, enabling weight reduction without compromising safety. Typical applications include:

  • Bridge construction: main girders, cross beams, and orthotropic deck plates where fatigue and brittle fracture resistance are critical.
  • Pressure vessels and storage tanks: shells and heads subjected to moderate pressures and low-temperature environments.
  • Offshore and marine structures: platform legs, nodes, and heavy-lift crane pedestals exposed to severe weather.
  • Heavy-duty machinery: frames, booms, and chassis of mobile cranes, excavators, and mining trucks.
  • Wind energy: tubular towers and transition pieces for onshore and offshore wind turbines.

When used in welded assemblies, preheating and strict heat input control are recommended to avoid cold cracking and to preserve the heat-affected zone toughness.

Product Applications: Bridge main girder plates, Pressure vessel shells, Offshore platform structural nodes, Crane boom segments, Wind turbine tower sections, Heavy-duty truck chassis

Processed into products: Welded box girders, Flanges and webs for fabricated beams, Load-bearing brackets, Crane outriggers, Boom and arm assemblies, Structural reinforcement plates

Application industries: Bridge and infrastructure, Heavy machinery manufacturing, Pressure vessel and boiler, Offshore and marine engineering, Wind energy, Transport and lifting equipment

Q550E High-Strength Steel Plate Similar and Alternative Materials for Reference

Country/RegionStandardGradeRemarks
ChinaGB/T 16270Q550DSame strength class, impact requirement only at -20°C; less demanding toughness
ChinaGB/T 16270Q500ELower minimum yield strength (500 MPa), same toughness class; lighter gauge applications
ChinaGB/T 16270Q620EHigher yield strength (620 MPa), similar toughness; where higher static strength is needed
European UnionEN 10025-6S500QLYield 500 MPa, toughness -40°C; slightly lower strength alternative
European UnionEN 10025-6S460QLYield 460 MPa, toughness -40°C; more common for general high-strength structures
United StatesASTM A514 / A517Grade B, H, F, etc.Yield 690 MPa, higher strength; requires careful welding procedures, differ in toughness classes

Notes:

Welding recommendations: Use low-hydrogen processes (SMAW with basic electrodes, SAW, GMAW) and dry electrodes/fluxes. Preheat to 100–200°C depending on thickness and carbon equivalent. Interpass temperature should not exceed 250°C. Post-weld heat treatment (PWHT) is generally not required for thicknesses below 50 mm, but stress relieving at 550–600°C may be applied for thick components to reduce residual stresses.
Forming: Cold bending radii should follow the recommended d=3a or d=4a to avoid cracking. Hot forming should be done at temperatures above the tempering temperature, followed by re-tempering if necessary.
Surface quality: Plates are ultrasonically tested per GB/T 2970 or agreed standard to ensure internal soundness. Additional requirements (e.g., Z-direction properties, CTOD testing) can be ordered for critical applications.
Health and safety: During welding and cutting, proper ventilation and protective equipment are required due to fumes and UV radiation.

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