- Practice · 8 marks
Torsion of non-circular bars by Saint-Venant
Short answer
Saint-Venant’s method assumes each section rotates rigidly and warps as w=θ ψ(x,y). Prandtl introduced φ with τ_xz=∂φ/∂y, τ_yz=−∂φ/∂x. Equilibrium gives ∇²φ=−2Gθ, boundary φ=0, torque T=2∬φ dA. For a solid circle, φ=Gθ(R²−r²)/2 yields τ=Gθr and T=GJθ.
Explain Saint-Venant's semi-inverse method for the torsion of a prismatic bar of non-circular section. Introduce Prandtl's stress function and show that it satisfies with on the boundary and that the torque is . Verify the result for a solid circular shaft.
Semi-inverse method
In the semi-inverse method some features of the solution are assumed (from the displacements), and then it is checked that all equations of elasticity and boundary conditions are satisfied. The solution is then unique.
Assumptions (Saint-Venant):
- Each cross-section rotates as a rigid body in its plane through angle , with = twist per unit length.
- The section also warps (out-of-plane displacement), the same for all sections: , where is the warping function.
For a circular shaft (no warping), which is why plane sections stay plane there.
Displacements and strains
All other strains are zero, so , are the only stresses.
Prandtl stress function
With no body force, the only non-trivial equilibrium equation is . This is identically satisfied by
Compatibility: eliminate from the strains:
Boundary condition: the lateral surface is stress free, so the resultant shear stress must be tangent to the boundary. This requires along the boundary, i.e. constant, taken as zero for a solid (simply connected) section.
Torque
Integrating by parts and using on the boundary gives each term , so
The torsional constant follows from .
Check: solid circular shaft of radius
Try . Then and at .
which is the familiar result .
✓ Answer checked by Claude Sonnet 5.5
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