Proceedings of the 10th International Symposium on Cavitation (CAV2018) 2018
DOI: 10.1115/1.861851_ch208
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Wall Shear Rates Induced by a Single Cavitation Bubble Collapse

Abstract: When a cavitation bubble collapses in vicinity to a solid surface, high flow velocities are induced. They involve remarkably high but unsteady wall shear rates. Even though they are crucial in ultrasonic surface cleaning or cavitation erosion, and their knowledge is needed for validation of numerical methods, they have not been measured so far due to experimental difficulties. Here, a wall shear rate raster microscope was developed. It bases on an electrochemical principle and involves a model to solve the app… Show more

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“…Recalling that the simulations are axisymmetric, in three dimensions the maximum shear can be visualised to occur in concentric circular zones (annular rings) whose centre is directly beneath the bubble surface. Recent experimental measurements of wall shear stress and corresponding 3D simulations by Reuter et al 23 for a bubble collapsing near a single rigid wall suggest that this is indeed the case.…”
Section: Discussionmentioning
confidence: 89%
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“…Recalling that the simulations are axisymmetric, in three dimensions the maximum shear can be visualised to occur in concentric circular zones (annular rings) whose centre is directly beneath the bubble surface. Recent experimental measurements of wall shear stress and corresponding 3D simulations by Reuter et al 23 for a bubble collapsing near a single rigid wall suggest that this is indeed the case.…”
Section: Discussionmentioning
confidence: 89%
“…Improved agreement with experimental measurements for validation purposes is of course desirable, but the rapidly fluctuating strong gradients generated in the thin liquid-film between a bubble and nearby boundaries pose significant experimental challenges. Nevertheless, Reuter et al 23 have achieved comparable agreement between experimental measurements and computational simulations in OpenFOAM for an RGC bubble collapsing near a single rigid wall. However, the maximum shear stress reported therein was only ∼ 5 kPa, which still is orders of magnitude lower than that observed in the present configuration.…”
Section: Discussionmentioning
confidence: 89%
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