The rotating stress cycle
Amplitude and midrange
Any fatigue calculation needs the load split into a part that alternates and a part that stays put:
For the standard rotating shaft with steady loads:
| Action | alternating part | steady part | because |
|---|---|---|---|
| bending M | Ma = M | Mm = 0 | the fibre rotates through the moment field |
| torque T | Ta = 0 | Tm = T | the torque field rotates with the shaft |
| axial F | 0 | F | same reason |
That asymmetry is the whole reason bending is so much more dangerous than torque on a shaft of the same nominal stress: bending gets the full fatigue penalty, torque only the mean-stress penalty.
Combining bending and torsion
The two act on the same element as a normal stress and a shear stress, so they are combined with the distortion-energy (von Mises) rule — separately for the alternating and the steady part:
Written out for a round shaft, with the notch factors already inside:
where W = I/c is the section modulus — πd³/32 for a solid shaft, and the hollow version if there is a bore. That "2W" is the neat trick that makes the standard textbook formula (which is written with 16/πd³) work for hollow shafts too.
When the shaft does not rotate
An axle that carries load but does not turn, or a shaft that rotates with a load rotating with it, has a steady bending stress instead. That is a completely different — and much less severe — fatigue case. There is a switch for it in panel 01; use it honestly, because getting it wrong the optimistic way is the single biggest error you can make here.