Module 11
Torsion
Twisting circular shafts from first principles, angle of twist, and why open sections are so poor in torsion.
What this module covers
- Derive the torsion relationship T/J = τ/r = Gθ/L from geometry and compatibility
- Calculate the polar second moment of area for solid and hollow shafts
- Find the angle of twist and understand torsional rigidity GJ
- Analyse thin-walled closed sections using shear flow
- Explain why circular-shaft theory must not be applied to open sections
Lessons
From the geometry of twisting to T/J = τ/r = Gθ/L.
Start lesson →Shear flow in closed boxes, and why an open section is hopeless in torsion.
Start lesson →The fourth internal action, drawn like the others — and what a shaft does after it yields.
Start lesson →Why circular-shaft theory fails everywhere else, and how much a single cut costs.
Start lesson →
Module checkpoint
Check what you have taken in
3 questions
Question 1
A solid shaft of diameter 100 mm carries a torque of 8 kN·m. What is the maximum shear stress?
Question 2
In T/J = τ/r = Gθ/L, what does J represent?
Question 3
Why is a closed box section so much better in torsion than an open channel?