Circular-section geometric torsion property.
Mechanics · Shafts and torsion
Solid or hollow shaft torsion
Evaluate the elastic response of a circular shaft under constant torque, with zero or non-zero inner diameter.
Created v1.0
By Thibaut Grzelak, Mechanical Analysis Engineer
Results
Shear stress at the outer surface.
Relative rotation between shaft ends.
Ratio T/θ = GJ/L.
View calculation detailsFormulas, SI conversion, numerical substitution and resultsOpen ↓
Calculation note
Full calculation details
Solid or hollow circular homogeneous prismatic shaft. Constant torque and linear-elastic behaviour. Plane sections remain plane and stress concentrations are excluded. The formula does not directly apply to non-circular sections.
01Formulas and symbols
Formulas used
π(D⁴ − d⁴)/32Polar second momentT(D/2)/JMaximum shear stressTL/(GJ)Angle of twistGJ/LTorsional stiffness02Assumptions and limits
Scope of validity
- Solid or hollow circular homogeneous prismatic shaft.
- Constant torque and linear-elastic behaviour.
- Plane sections remain plane and stress concentrations are excluded.
- The formula does not directly apply to non-circular sections.
03Validation example
Reference numerical case
- T = 2 kN·m, D = 60 mm, d = 40 mm, L = 1 m and G = 80 GPa.
- J = 1,021,017.6 mm⁴.
- τmax = 58.7649 MPa.
- θ = 1.40291° and kt = 81,681.4 N·m/rad.
04Frequently asked questions
Questions about the calculation
Why is the formula limited to circular sections?
A circular section avoids the complex warping of non-circular sections. Rectangles and open profiles require a dedicated torsion constant.
Which shear modulus G should be used?
Use the material shear modulus at the relevant temperature. For an isotropic material, G = E/[2(1+ν)].
Does torque sign change the maximum stress?
It changes stress and rotation direction. The displayed maximum values use the torque magnitude.
05References
Technical references
- Gere & Goodno, Mechanics of Materials, torsion of circular shafts.
- Roark’s Formulas for Stress and Strain, 9th edition.