Inertial bifurcation of the equilibrium position of a neutrally-buoyant circular cylinder in shear flow between parallel walls
ORAL
Abstract
The dynamics of a neutrally-buoyant, rigid circular cylinder in shear flow between planar, parallel walls are quantified at various particle Reynolds numbers $Re_p$ and confinement ratios $\kappa$ via lattice Boltzmann simulations. An inertial lift force acting transverse to the ambient shear flow has a single zero crossing at the center of the channel below a critical $Re_p$, corresponding to a single stable transverse equilibrium position. Above the critical $Re_p$, the equilibrium position bifurcates, with a unstable equilibrium position at the center and two additional stable equilibria equidistant off-center. Trajectories of a force- and torque-free particle confirm the equilibrium position bifurcation, showing the cylinder reaches the center equilibrium position below the critical $Re_p$ and the off-center equilibria above; the stable equilibrium position is independent of the initial cylinder position, with the lone exception of the aforementioned unstable equilibrium. The critical $Re_p$ dependent on the confinement ratio, and thus particle size, and occurs below the transition to unsteady flow.
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Authors
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Andrew Fox
Carnegie Mellon University
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James Schneider
Carnegie Mellon University
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Aditya Khair
Carnegie Mellon University, Department of Chemical Engineering and Center for Complex Fluids Engineering, Carnegie Mellon University, Pittsburgh, PA 15213, United States, Carnegie Mellon University, Chemical Engineering