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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 ∇2ϕ=−2Gθ\nabla^2\phi = -2G\theta with ϕ=0\phi = 0 on the boundary and that the torque is T=2∬ϕ dAT = 2\iint \phi\,dA. 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):

  1. Each cross-section rotates as a rigid body in its plane through angle θz\theta z, with θ\theta = twist per unit length.
  2. The section also warps (out-of-plane displacement), the same for all sections: w=θ ψ(x,y)w = \theta\,\psi(x,y), where ψ\psi is the warping function.

For a circular shaft ψ=0\psi = 0 (no warping), which is why plane sections stay plane there.

Displacements and strains

u=−θz y,v=θz x,w=θ ψ(x,y)u = -\theta z\,y,\qquad v = \theta z\,x,\qquad w = \theta\,\psi(x,y) γxz=∂u∂z+∂w∂x=θ(∂ψ∂x−y),γyz=θ(∂ψ∂y+x)\gamma_{xz} = \frac{\partial u}{\partial z} + \frac{\partial w}{\partial x} = \theta\left(\frac{\partial \psi}{\partial x} - y\right),\qquad \gamma_{yz} = \theta\left(\frac{\partial \psi}{\partial y} + x\right)

All other strains are zero, so τxz=Gγxz\tau_{xz} = G\gamma_{xz}, τyz=Gγyz\tau_{yz} = G\gamma_{yz} are the only stresses.

Prandtl stress function

With no body force, the only non-trivial equilibrium equation is ∂τxz∂x+∂τyz∂y=0\dfrac{\partial\tau_{xz}}{\partial x} + \dfrac{\partial\tau_{yz}}{\partial y} = 0. This is identically satisfied by

τxz=∂ϕ∂y,τyz=−∂ϕ∂x\tau_{xz} = \frac{\partial \phi}{\partial y},\qquad \tau_{yz} = -\frac{\partial \phi}{\partial x}

Compatibility: eliminate ψ\psi from the strains:

∂γxz∂y−∂γyz∂x=−2θ ⇒ ∂τxz∂y−∂τyz∂x=−2Gθ\frac{\partial\gamma_{xz}}{\partial y} - \frac{\partial\gamma_{yz}}{\partial x} = -2\theta \ \Rightarrow\ \frac{\partial\tau_{xz}}{\partial y} - \frac{\partial\tau_{yz}}{\partial x} = -2G\theta ∇2ϕ=∂2ϕ∂x2+∂2ϕ∂y2=−2Gθ\boxed{\nabla^2\phi = \frac{\partial^2\phi}{\partial x^2} + \frac{\partial^2\phi}{\partial y^2} = -2G\theta}

Boundary condition: the lateral surface is stress free, so the resultant shear stress must be tangent to the boundary. This requires dϕ/ds=0d\phi/ds = 0 along the boundary, i.e. ϕ=\phi = constant, taken as zero for a solid (simply connected) section.

Torque

T=∬(x τyz−y τxz) dA=−∬(x∂ϕ∂x+y∂ϕ∂y)dA\begin{aligned} T &= \iint (x\,\tau_{yz} - y\,\tau_{xz})\,dA = -\iint\left(x\frac{\partial\phi}{\partial x} + y\frac{\partial\phi}{\partial y}\right)dA \end{aligned}

Integrating by parts and using ϕ=0\phi = 0 on the boundary gives each term =−∬ϕ dA= -\iint \phi\,dA, so

T=2∬ϕ dA\boxed{T = 2\iint \phi\,dA}

The torsional constant follows from T=GJθT = GJ\theta.

Check: solid circular shaft of radius RR

Try ϕ=Gθ2(R2−x2−y2)\phi = \dfrac{G\theta}{2}\left(R^2 - x^2 - y^2\right). Then ∇2ϕ=Gθ2(−2−2)=−2Gθ\nabla^2\phi = \dfrac{G\theta}{2}(-2-2) = -2G\theta and ϕ=0\phi = 0 at r=Rr = R. ✓\checkmark

τxz=−Gθy,τyz=Gθx⇒τ=Gθr\tau_{xz} = -G\theta y,\quad \tau_{yz} = G\theta x \Rightarrow \tau = G\theta r T=2∫0RGθ2(R2−r2) 2πr dr=2πGθ(R42−R44)=Gθ πR42=GJθT = 2\int_0^R \frac{G\theta}{2}(R^2 - r^2)\,2\pi r\,dr = 2\pi G\theta\left(\frac{R^4}{2} - \frac{R^4}{4}\right) = G\theta\,\frac{\pi R^4}{2} = GJ\theta

which is the familiar result J=πR4/2J = \pi R^4/2.

✓ Answer checked by Claude Sonnet 5.5

All Mechanics of Solids chapter 9 questions →