1973
DOI: 10.1017/s0022112073001497
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Transverse motion of an elastic sphere in a shear field

Abstract: The forces acting on an elastic particle suspended in a shear field, and moving relative to it, are found for the case in which there are small deformations from an initially spherical shape. The deformation is the result of the viscous stresses acting on the particle. Of principal interest is that there is a component of the force perpendicular to the free-stream direction, so that the particle will migrate across the undisturbed streamlines.

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Cited by 44 publications
(34 citation statements)
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“…This initial position is chosen since, in pressure-driven flows, deformable objects, e.g., elastic beads, capsules, and cells, naturally migrate toward the channel centerline of axisymmetric channels [36][37][38][39][40][41]. Therefore, the inlet channel can be considered as the final part of a sufficiently long straight channel.…”
Section: Resultsmentioning
confidence: 99%
“…This initial position is chosen since, in pressure-driven flows, deformable objects, e.g., elastic beads, capsules, and cells, naturally migrate toward the channel centerline of axisymmetric channels [36][37][38][39][40][41]. Therefore, the inlet channel can be considered as the final part of a sufficiently long straight channel.…”
Section: Resultsmentioning
confidence: 99%
“…Deformable cells experience an additional lift force toward the centerline in confined channels. 38,39 Thus, a larger shear-gradient lift force ͑i.e., larger cell diameter͒ would be required to direct live cells into vortex required for successful trapping.…”
Section: A Flow Visualization and Critical Capturing Diametermentioning
confidence: 99%
“…This and similar techniques were widely used for a variety of different boundary conditions, e.g., those describing Stokesian flows around a submerged fluid drop or gas bubble, elastic particle, particle with a slip surface, etc. [35][36][37][38] Applying the expressions for the fluid velocity field in Eq. ͑6͒ and tangential stress vector in Eq.…”
Section: Solution Of the Unperturbed Problemmentioning
confidence: 99%