EN 10219 S275MH LSAW Pipe

EN 10219 S275MH LSAW Pipe

EN 10219 S275MH LSAW Pipe: High-Strength Thermomechanical Rolled Hollow Section for Critical Structures

Comprehensive material data for EN 10219 S275MH LSAW pipe: chemical composition, mechanical properties, thermal and electrical characteristics, international equivalents, and application guidance.

Cold forming and longitudinal submerged arc welding of thermomechanically rolled plate/coil; suitable for welding, bending, and machining

EN 10219 S275MH LSAW Pipe Introduction

EN 10219 S275MH LSAW pipe is a cold-formed welded structural hollow section manufactured from thermomechanically rolled fine-grain structural steel S275M in accordance with EN 10025-4. The suffix 'H' denotes hollow profile. LSAW (Longitudinal Submerged Arc Welded) pipes are produced by forming and welding steel plates, offering large diameters and wall thicknesses suitable for heavy structural applications. S275MH provides a minimum yield strength of 275 MPa for thinner sections, good weldability, and guaranteed impact toughness down to -20°C. This grade is widely used in construction, offshore structures, bridges, and mechanical engineering where weight saving and reliability are required. The steel is supplied in normalized or as-rolled condition with high dimensional accuracy and consistent mechanical properties in compliance with EN 10219-1 and -2.

EN 10219 S275MH LSAW Pipe Chemical Composition

Chemical composition limits as per EN 10025-4:2004 for grade S275M, which is the base material for S275MH hollow sections. Values represent heat analysis; product analysis may differ within the permitted tolerances of the standard. The steel is characterized by a lean alloy design with controlled microalloying elements (Nb, V, Ti) to achieve fine grain size and strength through thermomechanical rolling.

  • Carbon equivalent (CEV) is limited to ensure weldability.
  • Sulfur and phosphorus are kept low to enhance toughness and formability.
Chemical ElementNominal Value (%)Remarks
Carbon (C)≤ 0.18Heat analysis; for t ≤ 40 mm
Silicon (Si)≤ 0.50
Manganese (Mn)≤ 1.50For t ≤ 40 mm
Phosphorus (P)≤ 0.030
Sulfur (S)≤ 0.025
Niobium (Nb)≤ 0.05Optional microalloying
Vanadium (V)≤ 0.12Optional microalloying
Titanium (Ti)≤ 0.05Optional microalloying
Aluminum (Al)≥ 0.015 (total)Usually present for grain refinement
Nitrogen (N)≤ 0.015
Copper (Cu)≤ 0.55May be present as residual
CEV (Carbon Equivalent)≤ 0.39Based on heat analysis using IIW formula; for t ≤ 40 mm

EN 10219 S275MH LSAW Pipe Thermal and Electrical Physical Properties

Physical properties are typical for structural steels of this composition and density, at room temperature unless otherwise stated. These values are not specified in the material standard but are essential for engineering design involving thermal load, heat transfer, and electromagnetic behavior. They represent average values for carbon‑manganese fine‑grain steels.

  • Density is taken as 7850 kg/m³ for weight calculations.
  • Modulus of elasticity varies slightly with temperature.
  • Thermal properties apply to the range 20°C to 100°C unless noted.
PropertyTypical ValueUnitTest Condition / Remark
Density (ρ)7850kg/m³Room temperature
Modulus of Elasticity (E)210GPaRoom temperature, tensile loading
Shear Modulus (G)≈ 81GPaCalculated from E and ν
Poisson's Ratio (ν)0.3Room temperature
Thermal Expansion Coefficient (α)12.0 × 10⁻⁶K⁻¹20°C to 100°C
Thermal Conductivity (λ)50W/(m·K)Room temperature
Specific Heat Capacity (c)460J/(kg·K)Room temperature
Electrical Resistivity (ρₑ)0.16μΩ·mRoom temperature

EN 10219 S275MH LSAW Pipe Mechanical Properties

Mechanical properties for S275MH hollow sections according to EN 10219-1:2006. Values are specified for longitudinal direction and vary with wall thickness. The strength requirements ensure adequate load-bearing capacity, while elongation and impact toughness provide assurance against brittle fracture. Testing conditions include room temperature tensile test and Charpy V-notch impact test at -20°C.

  • Yield strength (ReH) decreases with increasing wall thickness due to the nature of thermomechanical processing.
  • Elongation is measured on a gauge length of 5.65√S₀.
PropertyMinimum / Specified ValueUnitTest Condition
Yield Strength (ReH)275MPaWall thickness T ≤ 16 mm
Yield Strength (ReH)265MPa16 < T ≤ 40 mm
Yield Strength (ReH)255MPa40 < T ≤ 63 mm
Yield Strength (ReH)245MPa63 < T ≤ 80 mm
Yield Strength (ReH)235MPa80 < T ≤ 100 mm
Yield Strength (ReH)225MPa100 < T ≤ 120 mm
Tensile Strength (Rm)370 - 530MPaT ≤ 100 mm
Tensile Strength (Rm)360 - 520MPa100 < T ≤ 120 mm
Elongation (A)≥ 24%Gauge length 5.65√S₀; T ≤ 40 mm
Elongation (A)≥ 23%40 < T ≤ 63 mm
Elongation (A)≥ 22%63 < T ≤ 100 mm
Elongation (A)≥ 22%100 < T ≤ 120 mm
Charpy Impact Energy (KV)≥ 40JLongitudinal; -20°C; T ≤ 40 mm
Charpy Impact Energy (KV)≥ 40JLongitudinal; -20°C; 40 < T ≤ 60 mm
Charpy Impact Energy (KV)≥ 27JLongitudinal; -20°C; 60 < T ≤ 100 mm
Charpy Impact Energy (KV)≥ 27JLongitudinal; -20°C; 100 < T ≤ 120 mm

EN 10219 S275MH LSAW Pipe Fully Equivalent Material Standards and Substitutable Grades

Country / RegionStandardGrade DesignationRemarks
European UnionEN 10210-1 (hot finished)S275MHHot-finished structural hollow section; same strength and toughness grade, different production route.
European UnionEN 10025-4 (plates/strips)S275MBase steel for cold forming; not a hollow section, but equivalent chemical and mechanical requirements.
InternationalISO 630-3S275MThermomechanical rolled structural steel plate; equivalent to EN 10025-4 S275M.

EN 10219 S275MH LSAW Pipe Application Introduction

EN 10219 S275MH LSAW pipes are engineered for demanding structural applications where large diameters, high strength, and good weldability are required. Their fine‑grain microstructure and guaranteed Charpy toughness at -20°C make them suitable for offshore, bridge, and heavy construction projects. LSAW pipes are often chosen for columns, piles, bracing members, and as components in fabricated girders or trusses. The ability to supply long sections with tailored wall thicknesses gives designers flexibility in optimizing steel weight and cost.

Product Applications: Structural columns and posts, Foundation piles (bearing and sheet piles), Truss chords and web members, Conveyor gallery frames, Transmission line poles, Rolled and welded beams of tubular cross-section

Processed into products: Steel building frames (HSS columns, trusses), Bridge arches and piers, Offshore platform legs and bracings, Monopile foundations for wind turbines, Crane booms and lattice structures, Pipe rack modules in industrial plants

Application industries: Civil and building construction, Offshore oil & gas (jackets, topsides, conductors), Bridge engineering, Renewable energy (wind turbine towers, monopiles), Mining and material handling, Heavy machinery and crane manufacturing

EN 10219 S275MH LSAW Pipe Similar / Alternative Material Recommendations

Country / RegionStandardGrade DesignationRemarks
European UnionEN 10219-1S275J2HNormalized or cold-formed hollow section with similar yield strength and better low-temperature toughness (-20°C). Slightly different chemical composition and rolling process.
European UnionEN 10210-1S355J2HHigher strength (ReH ≥ 355 MPa) hot-finished hollow section; may allow weight reduction. Requires design adaptation.
USAASTM A500Grade CCold-formed welded structural tubing with similar yield strength (345 MPa), but not identical impact requirements.
USAASTM A572Grade 42Structural steel plate with 290 MPa yield; not a hollow section but can be used for fabricated sections.

Notes:

Additional considerations:

  • For wall thicknesses above 40 mm, reduction in impact energy and elongation must be factored into design.
  • Welding consumables and preheat should be selected according to the carbon equivalent and relevant welding standards (e.g., AWS D1.1, ISO 15614).
  • When ordering LSAW pipes, dimensional tolerances (diameter, wall thickness, straightness) shall be specified per EN 10219-2.
  • Coating and corrosion protection (e.g., hot-dip galvanizing, painting) can be applied; the steel composition is compatible with common coating systems.
  • For fatigue-loaded structures, the fatigue classification of welded hollow sections should be verified according to EN 1993-1-9.
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