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A913 Gr.65

ASTM A913

StructuralASTM QST

A913 Gr.65 is a structural steel (QST family) to ASTM A913. It has a specified 0.2 % proof stress of 450 MPa and a typical tensile strength of about 550 MPa, with a uniform elongation of 17 %. Nominal carbon content is around 0.20 %. For nonlinear FEA, a bilinear model uses E = 210 GPa up to yield and a tangent modulus of 603 MPa above it. It is a general-purpose wrought steel selected on strength, cost and availability.

0.2% proof Rp0.2
450MPa
UTS Rm (typ)
550MPa
Uniform elong. εu
17.0%
Condition / basis
t≤100mm

Bilinear material model — nonlinear FEA

Elastic modulus E
210GPa
0.2% proof Rp0.2
450MPa
UTS Rm (typ)
550MPa
Tangent modulus Et
603MPa

Uniform elongation εu = 17.0% · conservative analysis limit ½εu = 8.5%

Bilinear (BISO) approximation. Elastic modulus E up to the 0.2% proof stress R_p0.2, then a single tangent slope Eₜ to the ultimate tensile strength: Eₜ = (Rₘ − R_p0.2) / (εu − R_p0.2/E − 0.002), where εu is the uniform elongation and Rₘ is a typical (nominal) UTS within the specified band. The half-εu figure is a conservative strain limit for the analysis. Treat these as guidance for first-pass models; for critical work use a measured true stress–strain curve for the actual product and condition.

Ratings — engineering judgement

Weldabilitygood

Low carbon (~0.20%) gives good weldability by all common processes; preheat rarely needed in thin sections.

Machinabilitymoderate

Soft and gummy at low carbon — sharp tooling helps surface finish.

Corrosion resistancepoor

No inherent corrosion resistance — protect by paint, galvanising or plating in exposed use.

Hardenabilitylow

Limited hardenability at low carbon — surface hardening is possible but through-hardening is not.

Toughnessmoderate

Adequate toughness for general use at ambient temperature.

Indicative ratings derived from composition and family — engineering guidance, not specification values.

Physical properties

Density7850kg/m³
Elastic modulus210GPa
Shear modulus80.8GPa
Poisson's ratio0.30
Thermal expansion12.0×10⁻⁶/°C
Thermal conductivity48W/(m·K)
Specific heat470J/(kg·K)
MagneticYes

Typical values for astm qst steel — use the mill certificate for the specific product.

Chemical composition (wt %)

C
≤ 0.20
Mn
≤ 1.60
Si
≤ 0.40
P
≤ 0.035
S
≤ 0.04

Typical low-alloy structural composition per ASTM A913 — confirm against the standard.

Available forms

plateexcellent
hot-rolled
Widely stocked for fabrication.
sectionexcellent
UB, UC, PFC, angle
Standard hot-rolled sections.
hollowgood
SHS, RHS, CHS
Hot-finished or cold-formed hollow sections.
bargood
round, flat
From stockholders.

Common applications

  • Building and bridge steelwork
  • Platforms, frames and support structures
  • Crane and lifting structures
  • General heavy fabrication

History

The ASTM structural steels are the North-American parallel to the European S-grades — A36 the ubiquitous mild steel, the A572 HSLA grades the higher-strength micro-alloyed workhorses, and A588 the weathering grade — specified across US bridge and building codes.

  1. 1960
    ASTM A36 becomes the standard US structural carbon steel
  2. 1966
    ASTM A572 introduces the columbium/vanadium HSLA grades (42–65 ksi)
  3. 1968
    ASTM A588 weathering steel standardised for bare bridge use

This profile is generated from the grade's core data and family. Composition is decoded from the designation where its naming system defines it; physical properties are family-typical and ratings are indicative. Confirm critical values against the governing standard or the mill certificate. Equivalents, historical designations and hand-written expert notes are added per grade over time.