Shreyas Mandre

University Associate Professor of Fluid-Structure Interaction
Department of Engineering, University of Cambridge
       

Optimization

4 pages on this topic — or browse all topics.

Brachistochronous motion of a flat plate parallel to its surface immersed in a fluid

Mandre
Fluid Mechanics Optimization Boundary Layers

We determine the globally minimum time 𝑇 needed to translate a thin submerged flat plate a given distance parallel to its surface within a work budget. The Reynolds number for the flow is assumed to be large so that the drag on the plate arises from skin friction in a thin viscous boundary layer. The minimum is determined computationally using a steepest descent, where an adjoint formulation is used to compute the gradients.

Fluid mechanical kinematic optimization

Optimization Boundary Layers Fluid Mechanics

In 1696, Johann Bernoulli posed a challenge called the brachistochrone problem, which kickstarted the field of calculus of variations. Here is simplest fluid mechanical version of the brachistochcrone problem.

Work-minimizing kinematics for small displacement of an infinitely long cylinder

Mandre
Fluid Mechanics Optimization Boundary Layers

We consider the time-dependent speed of an infinitely long cylinder that minimizes the net work done on the surrounding fluid to travel a given distance perpendicular to its axis in a fixed amount of time. The flow that develops is two-dimensional. An analytical solution is possible using calculus of variations for the case that the distance travelled and the viscous boundary layer thickness that develops are much smaller than the circle radius.

The branch with the furthest reach

Wei, Mandre and Mahadevan
Biomechanics Optimization

How should a given amount of material be moulded into a cantilevered beam clamped at one end, so that it will have the furthest horizontal reach? Here, we formulate and solve this variational problem for the optimal variation of the cross-section area of a heavy cantilevered beam with a given volume V, Young’s modulus E, and density ρ, subject to gravity g. We find that the cross-sectional area should vary according a universal profile that is independent of material parameters, with both the length and maximum reach-out distance of the branch that scale as $(EV/ρg)^1/4$, with a universal self-similar shape at the tip with the area of cross-section $a∞s^3$, s being the distance from the tip, consistent with earlier observations of tree branches, but with a different local interpretation than given before.