Convex viscous potential minimum principle 2026-10-14
An inertialess fluid flow with symmetric stress generated by a convex viscous dissipation potential minimizes among fields satisfying the prescribed velocities, and any incompressibility constraint. The supporting-hyperplane inequality bounds the difference of two functional values below by . Integration by parts, equilibrium and on the velocity boundary make this lower bound zero. A pressure reaction has zero contraction with divergence-free variations. Convexity proves global minimality without asserting uniqueness.
Past exam of the mathematics course of the University of Cambridge 2005 iii Paper 78 5 a Solution Created 2026-10-03 Updated 2026-10-14
Let and . The supporting-hyperplane inequality for the convex viscous dissipation potential givesThe stress is symmetric because its argument is a symmetric rate-of-strain tensor, so . Subtracting the two functional values yieldsIntegration by parts turns the first integral intoInertialess force balance is . The variation vanishes on , and the traction is on . Thus both the volume and boundary contributions cancel exactly, proving the convex viscous potential minimum principleOnly convexity, not strict convexity, is required, so no uniqueness follows just from this argument. For incompressible flow, admissible trial velocities must also be divergence free. The pressure term then does no work, because ; the same proof applies to the deviatoric constitutive law.
Past exam of the mathematics course of the University of Cambridge 2005 iii Paper 78 5 b Solution Created 2026-10-03 Updated 2026-10-14
For , differentiation in the symmetric tensor space gives . Therefore the Bingham fluid viscous dissipation potential givesThe deviatoric stress is trace free since is trace free; an arbitrary pressure reaction completes the Cauchy stress tensor.
At the yield term is not differentiable, and the correct relation is the subdifferential condition. A symmetric trace-free stress is admissible there ifThe Cauchy-Schwarz inequality shows that this is equivalent to ; necessity follows by choosing proportional to . Hence the no-strain-rate restriction isThe quadratic term has zero derivative at zero and does not change this restriction. This is the unyielded part of the Bingham plastic law.
For flow along the plates, write , and take as the pressure-drop magnitude. The only nonzero rate-of-strain tensor entries are , so and the yielded shear stress law isForce balance gives . The prescribed odd, continuous shear stress fixes its integration constant to zero, provingFor the inverse shear law is
The original PDF also calls odd. That assumption is inconsistent with a nonzero flow between identical fixed plates: the inverse shear law makes odd, whereas the derivative of an odd is even. Both can hold only if , and the no-slip wall values then give . Thus with the literal odd-velocity requirement, there is no admissible flowing solution when . The standard pressure-driven velocity is even; replacing that erroneous parity yields the intended profile below.
If , the whole gap is unyielded and the fixed no-slip walls force . Otherwise let . The plug flow of a yield-stress fluid occupies . In the upper yielded layer , and integration from givesIn the plug the velocity is the constant , and reflection gives the lower layer. The complete plane Poiseuille flow of a Bingham fluid answer isThe profile is continuous with continuous first derivative at the plug boundaries, vanishes at both walls and tends to the ordinary parabolic profile when . If signed pressure gradients of either direction are allowed, the threshold is , and reversing the gradient reverses the velocity.