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Can aluminium replace this stainless rotor?

A complete METALLAI case, anonymised and unedited in its conclusions. Four candidate alloys, fatigue at the real duty cycle, the standards checked — and the two places the platform refused to give a design answer. The obvious candidate lost.

The brief

A hollow conical component drives belts inside a continuously running production machine. It is made from precipitation-hardening stainless and works perfectly — it is simply heavy and expensive. The customer wanted something lighter, cheaper and easier to source, and arrived with 7xxx-series aluminium already in mind.

Part Hollow conical rotor, ~110 mm outside diameter, 35 mm bore
Incumbent 17-4PH, H900 condition — forged, no failures in service
Duty Belt speed 600 m/min, about 20 hours a day
Unknown at the time Belt tension, torque and the exact connection geometry
This is not a failure investigation. The part already works. It is a substitution study, which means the burden of proof sits on the replacement — and because the component turns continuously, fatigue had to be checked, not just static strength.

Step one: what load is it actually seeing?

Before any prediction runs, the duty cycle has to become a stress. This part of the report is arithmetic, and it is shown so the engineer can check it:

  1. Rotational speed. 600 m/min ÷ (π × 0.110 m) ≈ 1,736 rpm.
  2. Cycle count. About 2.08 million cycles a day → roughly 625 million cycles a year over a 300-day year.
  3. Load scenarios. Belt tension was unknown, so three cases were carried through: 50 N, 150 N and 300 N tangential difference.
  4. Worst-case alternating stress. At the thinnest section, the 300 N case gives σa ≈ 3.53 MPa, R = −1. Every fatigue result below uses that figure.
Stated assumption, not a hidden one. The geometry was idealised, because no detailed drawing of the connection was available. The report says so in exactly those words, and lists it again at the end under the effect of missing data. An assumption you cannot find is an assumption you cannot check.

Step two: four alloys, side by side

The incumbent plus three candidates, each run through the full chain — composition and process route in, mechanical properties, fatigue verdict, corrosion flags and standards screening out.

Alloy & condition YS
MPa
UTS
MPa
HV El
%
Fatigue at σa = 3.53 MPa SCC risk
17-4PH H900
stainless, forged — incumbent
1156.71270.2378.410.8 No failure expected
strong evidence, n = 126 forged rows
None
AA 7075-T6
forged, 480 °C/1 h + 120 °C/24 h
502.0569.6153.410.3 Beyond model range
n = 2 on this route — extrapolation
Yes
AA 7075-T73
over-aged, 163 °C/24 h
466.2537.5143.911.6 Beyond model range
n = 2 on this route — extrapolation
Reduced
AA 6082-T6  recommended
forged, 530 °C/1 h + 175 °C/8 h
283.5310.693.910.0 Beyond model range
n = 2 on this route — extrapolation
None
The finding that decided it: the real load is a few MPa. All four alloys sit tens to hundreds of times below their yield strength. Strength was never the deciding criterion — which is why the strongest candidate is not the recommended one. A tool that only printed property numbers would have pointed at 7075-T6.

Step three: where the platform said no

Three of the four fatigue results came back “beyond model range” rather than as a number. That is the useful answer, and it is worth being precise about why:

One more distinction the report insisted on. The standards table also showed FAIL rows — for 440C and X105CrMo17, which are different alloys, not conditions of 17-4PH. They do not apply to this part, and the report says so explicitly so nobody reads a red row as a problem with their material.

The recommendation

AA 6082-T6, forged, wall thickness increased to about 10 mm

Solution treat 530 °C for 1 h, age 175 °C for 8 h. Expected result: roughly 55–60 % lighter than the stainless part, lower cost, easy to source, and no stress-corrosion exposure.

Why not the alloy the customer came in with?

On the wall thickness: the calculations used the existing 8.5 mm section and strength was still comfortable. But aluminium's elastic modulus is about a third of steel's, so the report recommends increasing the wall by 15–20 % to hold stiffness and keep vibration behaviour sensible. Even with that extra metal, the density ratio of 2.87 leaves the 55–60 % weight saving intact.

What was missing from the inputs — stated, not buried

Every report closes with this section. It is the part customers tell us they have never seen from a prediction tool, and it is the reason the numbers above can be trusted at the level they claim.

UnknownDoes it change the conclusion?
Rotational speed No. It comes from physics, and belt slip would not move it materially.
Belt tension / torque No. Three scenarios were carried through; even the worst leaves an enormous margin.
Connection geometry (keyway, interference fit, grub screw) The critical gap. A sharp corner or keyway can raise local stress by 2–4×. The margin probably absorbs it — but probably is not a guarantee.
Aluminium fatigue coverage All three results are extrapolation from two rows. Validate on the component. The steel result, at 126 rows, is far safer.
This is a starting point, not a final engineering decision. The report's own closing words. Before production: FEA on the real geometry for stiffness and vibration, a prototype tested in the actual machine, and a stress-concentration check once the connection detail is fixed.

Run this on your own part

Composition and process route in; properties, fatigue, weldability and standards out — each with its uncertainty and its data coverage stated. Steel and aluminium today; outside them the platform declines rather than extrapolating.

Open the app — free tier The other case: a confident 4140 run