- Practice · 8 marks
Soderberg design with reversed bending and steady torque
Short answer
Corrected Se:0.77×0.85×0.814×350 =186.5 MPa. Using Soderberg with DE: σa' =32KfM/(πd³), σm' =√3·16KfsT/(πd³). Substituting into σa'/Se + σm'/Sy =1/n gives d³ = (16n/π)[2KfM/Se + √3 KfsT/Sy] =1.424×10⁵ mm³ → d=52.2 mm, adopt55 mm.
A rotating solid shaft carries a fully reversed bending moment of 500 N.m and a steady torque of 700 N.m at a section having a keyseat. The shaft material has Sut = 700 MPa and Sy = 420 MPa. Take the uncorrected endurance limit as 0.5 Sut, surface factor 0.77, size factor 0.85, reliability factor 0.814 (99 percent), and other factors 1. The fatigue stress concentration factors are Kf = 1.8 (bending) and Kfs = 1.5 (torsion). Using the Soderberg approach with the distortion energy theory and a factor of safety of 2, find the shaft diameter.
The bending stress is fully reversed () and the torsion is steady (). By the distortion energy theory, the equivalent alternating and mean stresses are
Substituting these in the Soderberg line gives
Corrected endurance limit
Stress concentration terms
Substituting
The nearest standard size above this is 55 mm.
Answer: d = 52.2 mm, so use a 55 mm diameter shaft.
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Shaft diameter for power and bending · Machine Design I, chapter 5
- Hollow shaft against solid shaft · Machine Design I, chapter 5
- Diameter of a shaft carrying a spur gear · Machine Design I, chapter 5
- ASME code equation for shaft diameter · Machine Design I, chapter 5
- Goodman and Soderberg lines for shafts · Machine Design I, chapter 5
- Bending stress and safety factor of a spur pinion · Machine Design I, chapter 9
- Torsion vs bending; hollow shaft replaced by solid · Strength of Materials, chapter 6
- Plastic torque of solid shaft is 4/3 · Strength of Materials, chapter 6
- Torsional rigidity; hollow shaft vs solid shaft strength · Strength of Materials, chapter 6
- ILD for bending moment at section D of arch · Theory of Structures I, chapter 6