EN 10025-6 S500QL Welded ERW Pipe

EN 10025-6 S500QL Welded ERW Pipe

EN 10025-6 S500QL High Strength Steel for Welded ERW Pipe Applications

Explore chemical composition, mechanical properties, and thermal data for S500QL steel per EN 10025-6, specifically for ERW pipe applications.

Electric Resistance Welding (ERW), Cold Forming, Hot Forming, Laser Cutting, Plasma Cutting, Machining

EN 10025-6 S500QL Welded ERW Pipe Introduction

S500QL is a high-yield-strength quenched and tempered structural steel grade defined in EN 10025-6. It offers a minimum yield strength of 500 MPa and excellent toughness at low temperatures down to -40 °C, making it suitable for demanding welded structures. The 'Q' denotes quenching and tempering (Q&T), while 'L' specifies low-temperature toughness. When supplied as ERW pipe, it provides a combination of high strength, good weldability, and dimensional accuracy, ideal for cranes, bridges, and offshore structures where weight reduction and durability are critical.

EN 10025-6 S500QL Welded ERW Pipe Chemical Composition

Chemical composition according to EN 10025-6 for grade S500QL. Maximum values unless indicated as a range. The steel is fully killed and fine-grain treated, providing a combination of high strength and excellent toughness.

  • Key alloying elements such as manganese, chromium, and molybdenum contribute to hardenability.
  • Microalloying elements like niobium and vanadium refine grain size.
  • A low carbon equivalent (CEV) ensures good weldability.
ElementStandard Value (max %)Remarks
Carbon (C)0.20Max., applicable for product thickness ≤ 50 mm
Silicon (Si)0.80Max.
Manganese (Mn)1.70Max.
Phosphorus (P)0.025Max.
Sulfur (S)0.015Max.
Aluminum (Al total)0.015 minMinimum total aluminum content
Nitrogen (N)0.015Max.
Chromium (Cr)1.50Max.
Copper (Cu)0.50Max.
Molybdenum (Mo)0.70Max.
Niobium (Nb)0.06Max.
Nickel (Ni)2.0Max.
Titanium (Ti)0.05Max.
Vanadium (V)0.12Max.
Zirconium (Zr)0.15Max.
Boron (B)0.005Max.

EN 10025-6 S500QL Welded ERW Pipe Thermophysical and Electrical Properties

Typical thermophysical properties for S500QL grade steel at room temperature, unless otherwise specified. These values are characteristic for quenched and tempered steels of this class and are provided for design guidance.

  • Density is used for weight calculations.
  • Thermal expansion must be considered for welded structures.
  • Elastic moduli are essential for stiffness and structural analysis.
PropertyTypical ValueUnitTest Condition / Remarks
Density (ρ)7850kg/m³At 20 °C
Elastic Modulus (E)210GPaAt 20 °C
Shear Modulus (G)81GPaAt 20 °C, calculated from E and ν
Poisson's ratio (ν)0.3-At 20 °C
Thermal expansion coefficient (α)12.010⁻⁶/KAt 20 °C to 100 °C
Thermal expansion coefficient (α)12.510⁻⁶/KAt 20 °C to 200 °C
Thermal expansion coefficient (α)13.010⁻⁶/KAt 20 °C to 300 °C
Thermal conductivity (λ)40W/(m·K)At 20 °C
Specific heat capacity460J/(kg·K)At 20 °C
Electrical resistivity (ρ_e)0.25Ω·mm²/mAt 20 °C

EN 10025-6 S500QL Welded ERW Pipe Mechanical Properties

Mechanical properties at room temperature for EN 10025-6 S500QL. Actual values for ERW pipe may be verified on a flattened section of the pipe body. Properties are valid for quenched and tempered condition.

  • Yield Strength (ReH) decreases with increasing product thickness.
  • Toughness is guaranteed by a Charpy-V impact test at -40 °C.
PropertyStandard Requirement ValueUnitTest Condition / Remarks
Minimum yield strength (ReH)500MPaNominal thickness (t) ≤ 50 mm
Minimum yield strength (ReH)480MPaNominal thickness 50 mm < t ≤ 100 mm
Minimum yield strength (ReH)440MPaNominal thickness 100 mm < t ≤ 150 mm
Tensile strength (Rm)590 - 770MPaNominal thickness (t) ≤ 50 mm
Tensile strength (Rm)590 - 770MPaNominal thickness 50 mm < t ≤ 100 mm
Tensile strength (Rm)540 - 720MPaNominal thickness 100 mm < t ≤ 150 mm
Minimum elongation (A)17%Gauge length Lo = 5.65√So, Nominal thickness (t) ≤ 50 mm
Minimum elongation (A)17%Gauge length Lo = 5.65√So, Nominal thickness 50 mm < t ≤ 100 mm
Minimum elongation (A)17%Gauge length Lo = 5.65√So, Nominal thickness 100 mm < t ≤ 150 mm
Minimum Charpy-V impact energy (KV2)27JLongitudinal, test temperature -40 °C
Minimum Charpy-V impact energy (KV2)16JTransverse, test temperature -40 °C
Bend test (Mandrel diameter)3 x tmm180° bend test, t = specimen thickness

EN 10025-6 S500QL Welded ERW Pipe Directly Equivalent Material Standards and Replaceable Grades

Country/RegionStandardGradeRemarks
InternationalISO 4950-2E500QLHigh yield strength flat steel products - Part 2: Products supplied in the quenched and tempered condition. Chemically and mechanically equivalent.
GermanyDIN EN 10025-6S500QLDirect adoption of the European standard.
FranceNF EN 10025-6S500QLDirect adoption of the European standard.
United KingdomBS EN 10025-6S500QLDirect adoption of the European standard.
ItalyUNI EN 10025-6S500QLDirect adoption of the European standard.

EN 10025-6 S500QL Welded ERW Pipe Application Introduction

EN 10025-6 S500QL ERW pipe is engineered for applications requiring a superior strength-to-weight ratio. Its high minimum yield strength of 500 MPa allows for lighter constructions compared to S355 grades, leading to savings in material, transport, and erection costs. The guaranteed low-temperature toughness at -40 °C makes it safe for use in cold climates and harsh environments. The ERW manufacturing process ensures excellent concentricity and surface finish, ideal for structural hollow sections and tubular frameworks.

Product Applications: Construction machinery booms and structural members, Long-span bridge girders and arch ribs, Offshore platform legs, nodes, and transition pieces, Heavy-lift crane booms, lattice sections, and cylinders, Tubular structural frameworks for buildings and towers, Hydraulic cylinders and thick-walled mechanical tubing

Processed into products: Crane boom chords and lacing members, Bridge arch sections and suspension tower legs, Jack-up rig leg chords and rack plates, Excavator and loading shovel arms (booms and sticks), Wind turbine tubular tower flanges and sections, Hydraulic cylinder barrels and piston rods, Penstock pipes for hydroelectric power plants

Application industries: Construction and Heavy Infrastructure (Bridges, Stadiums, High-Rise Buildings), Mobile Crane and Heavy Transport Manufacturing (Booms, Chassis, Outriggers), Offshore, Marine and Shipbuilding (Jack-up rig legs, Heavy-lift crane pedestals), Mining and Earthmoving Equipment (Dump truck bodies, Excavator arms), Renewable Energy (Wind turbine tower sections, Tidal energy structures), Pressure Equipment and Penstocks

EN 10025-6 S500QL Welded ERW Pipe Similar or Closely Related Material Recommendations

Country/RegionStandardGradeRemarks
USAASTM A514/A514MGrade SHigh-yield-strength, quenched and tempered alloy steel plate. Comparable strength (100 ksi min YS), but chemical composition is less restrictive. Mainly for plates.
USAASTM A517/A517MGrade SSimilar to A514 but intended for pressure vessel applications. Strength and hardness are equivalent.
JapanJIS G 3128SHY 685High yield strength steel plates for welded structures. Higher strength level (685 MPa YS), but similar low-temperature toughness and application profile.
ChinaGB/T 16270Q500DHigh strength structural steel plates in the quenched and tempered condition. 500 MPa yield strength class with toughness down to -20 °C (D grade). Note the minimum service temperature differs from 'L' grade (-40 °C).

Notes:

Weldability: S500QL has a controlled carbon equivalent (CEV) for good weldability, but preheating and interpass temperature control are essential, strictly following qualified welding procedure specifications (WPS) due to the quenched and tempered microstructure.
ERW Pipe Specification: For ERW pipes, the delivery condition is typically based on the strip/skelp prior to forming. The pipe weld seam and heat-affected zone (HAZ) must meet the same mechanical property requirements as the parent material. Supplementary testing, such as flattening tests and weld seam toughness tests, is often specified.
Forming: Cold forming limitations must account for the high strength and limited elongation. Hot forming, if required, must be followed by a full re-heat treatment (quenching and tempering) to restore the original mechanical properties.

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