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Materials and processes

The bracket was rated to 400 MPa. It failed at 180, after four months of vibration.

A static strength check compares stress to yield and calls it safe. That check says nothing about a part that sees the same load thousands of times a day — and a stress level that's perfectly safe once can still break the part on the ten-thousandth cycle.

What's actually happening

Fatigue is damage that accumulates, not damage that happens all at once. A microscopic crack starts at a surface defect, a machining mark, or — most commonly — a sharp corner, and grows a little further with every load cycle until the remaining cross-section can't carry the load and fails suddenly, often with no visible warning beforehand. The number that matters for a part under repeated load isn't yield strength — it's how many cycles the part sees before a crack that started small enough to miss has grown large enough to matter.

The S-N curve, and the one thing steel gets that aluminium doesn't

Plot stress against cycles-to-failure on a log-log scale and you get an S-N curve. For most steels, that curve flattens out at a large-but-finite number of cycles (conventionally around 10⁶–10⁷) into something close to a floor: the endurance limit, roughly 40–50% of the material's tensile strength, below which the material is treated as good for effectively infinite cycles. Aluminium's S-N curve never flattens — there is no stress level low enough to guarantee infinite life, which is why aluminium fatigue strength is always quoted at a specific cycle count instead of as a limit.

The 0.5×UTS rule of thumb for steel holds up to roughly 1400 MPa tensile strength; above that, real endurance limits stop scaling and plateau near 700–740 MPa regardless of how strong the steel is on paper. And even the idea of a true “infinite life” plateau is debated at very high cycle counts (10⁹+) in some modern testing 🔍 — treat 40–50% of UTS as a solid first-pass estimate, not a design-final number.
S-N curve — steel vs aluminium (drag the gold line)
Stress level300 MPa
Steel — cycles to failure
Aluminium — cycles to failure
Illustrative curve shapes for a mid-strength steel (≈800 MPa UTS, endurance limit ≈360 MPa) and a 6000-series aluminium (no endurance limit) — real S-N data varies by alloy, surface finish and load type.

The corner that costs you 90% of your fatigue life

Stress doesn't distribute evenly around a sharp change in cross-section — it concentrates. A stepped shaft with a sharp corner (r/d = 0.01) can see local stress roughly 3.7× the nominal average; open that same corner to a generous fillet (r/d = 0.20) and the same geometry drops to roughly 1.6× — more than halving the peak stress with no change to the part's function, only its corner radius. Because the S-N curve is steep, that difference in peak stress translates to an outsized difference in cycles to failure: a part that looks safe on nominal (average) stress can still fail early because the crack starts at the concentrated stress, not the average one.

Fillet radius vs stress concentration
Stress concentration, Kt3.70
Peak stress (100 MPa nominal)370 MPa
Illustrative relative life1.0×
Kt curve fitted to two reference points for a stepped shaft in bending, D/d ≈ 2 (r/d = 0.01 → Kt ≈ 3.70, r/d = 0.20 → Kt ≈ 1.65) — the exact curve shifts with the diameter ratio, so treat this as representative rather than a Peterson-chart substitute. Relative life assumes a conservative life ∝ 1/stress³ simplification, not a calculated fatigue life — real exponents vary by material and can be considerably steeper.

It's not just the swing, it's what it swings around

A part cycling between 0 and 200 MPa and a part cycling between 300 and 500 MPa can have the same 200 MPa stress range and very different fatigue lives — the second one is also carrying a steady 400 MPa mean stress, which uses up margin the first part doesn't have to spend. A tensile mean stress reduces how much cyclic swing a part can survive, which is why preloaded or continuously-loaded parts need a different check than a part that only sees load occasionally.

Mean stress vs alternating stress — drag the point
Mean stress150 MPa
Alternating stress200 MPa
Status
Illustrative Goodman line for endurance limit 360 MPa and tensile strength 800 MPa — a simplified check, not a substitute for a full fatigue analysis with the correct knockdown factors for surface finish, size and notch sensitivity.

Why we care

Most fatigue failures I've seen traced back weren't a material problem — they were a stress-below-yield check standing in for a fatigue check that was never run, on a part with a sharp internal corner that nobody flagged. A generous fillet costs nothing at the drawing stage and can be the difference between a part that lasts and one that doesn't. When a part sees repeated load, I ask for the cycle count and the corner radii before I ask for the material.

Related: GD&T (form controls on the features that matter for fatigue) · Engineering Drawings (general tolerance notes and surface finish callouts)