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Technical note · Alloys

5052-H38 or 3003-H14?

The stronger alloy is not the stiffer one — modulus is the same across both. Once that is clear, the choice becomes a matter of wind load, size and what the buyer's specification actually names.

Published 29 Oct 2026Section AlloysRead 6 min
Short answer

5052-H38 is stronger and harder — it is specified where wind load, size or Gulf practice demands it. 3003-H14 is softer, easier to form and cheaper, and it is the right answer for most signs under 1.5 m². What neither does is change stiffness: all aluminium alloys have essentially the same modulus, so a 2 mm 3003 panel deflects the same as a 2 mm 5052 panel under the same load.

The two alloys side by side
Property3003-H145052-H38What it means on a sign
Tensile strength≈150 MPa≈270 MPa5052 survives handling and wind gusts that dent 3003
Yield strength≈145 MPa≈215 MPaHigher yield = less permanent set after a knock
ElongationHigherLower3003 bends and rolls without cracking; 5052-H38 does not like tight radii
CorrosionGoodVery good, especially marineBoth fine inland; 5052 preferred on coast
FormabilityEasyFairHoles and large radii cost less in 3003
Relative cost100112–120The gap is smaller than most buyers assume

Values are typical handbook figures for the temper, not a mill certificate. Always quote the temper with the alloy — 5052-H32 is a different material from 5052-H38.

The stiffness point most buyers get wrong

Switching from 3003 to 5052 does not make a panel stiffer. Stiffness is set by the elastic modulus, which is about 69 GPa for every 5000- and 3000-series alloy, and by the cube of the thickness. Going from 2.0 mm to 2.5 mm raises stiffness by roughly 95 per cent; going from 3003 to 5052 raises it by nothing at all.

So the honest sequence is: fix the wind load, choose the thickness that satisfies deflection, then choose the alloy for strength, corrosion and the buyer's specification. Buyers who reverse that order pay a premium for an alloy and still get a sign that flaps.

Where each is actually specified

  • Gulf motorways and large gantry faces: 5052-H38 at 2.5–3.0 mm. The specification is written around wind load and heat, and the buyer will not accept a substitution.
  • Southeast Asian arterial roads: 3003-H14 at 1.2–1.5 mm is normal and adequate; typhoon zones move to 2.0 mm before they move to 5052.
  • Africa, donor-funded projects: usually 3003 or 1100 at 1.5–2.0 mm, with the specification copied from an older European or US model.
  • Central Asia: where aluminium is replacing GOST steel, 1.5–2.0 mm 3003 is the usual entry point because the buyer is comparing against a 1.0 mm steel panel.

One naming trap: 5A02 is the Chinese designation for the 5052 family. If your drawing says 5A02, an overseas fabricator will not recognise it — quote it as 5052-H38 with “5A02 equivalent” in brackets, or your first email gets filtered out.

FAQ

Questions on this note

Still unresolved? Send the question with your drawing — we answer in writing, not in a sales call.
Can I substitute 3003 for 5052 if I increase the thickness?

For deflection, yes — thickness is what matters. For a specification that names 5052-H38, no: the buyer has written a material requirement, and a substitution needs their engineer's written approval, not the supplier's opinion.

Why is 5A02 not recognised abroad?

It is the Chinese national designation. Overseas buyers and fabricators work in AA (Aluminium Association) numbers, where the same family is 5052. Always quote both.

Does temper affect film adhesion?

Indirectly. Harder tempers hold a flatter surface, which helps; but adhesion is decided by surface preparation and application temperature, not by the alloy.

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