Surface instabilities in shock loaded granular media

dc.cclicenceCC-BY-NC-NDen
dc.contributor.authorKandan, Karthikeyanen
dc.contributor.authorKhaderi, S. N.en
dc.contributor.authorWadley. H. N. Gen
dc.contributor.authorDeshpande, V. S.en
dc.date.acceptance2017-08-27en
dc.date.accessioned2017-09-29T11:46:15Z
dc.date.available2017-09-29T11:46:15Z
dc.date.issued2017-08-30
dc.descriptionThe file attached to this record is the author's final peer reviewed version. The Publisher's final version can be found by following the DOI link.en
dc.description.abstractThe initiation and growth of instabilities in granular materials loaded by air shock waves are investigated via shock-tube experiments and numerical calculations. Three types of granular media, dry sand, water-saturated sand and a granular solid comprising PTFE spheres were experimentally investigated by air shock loading slugs of these materials in a transparent shock tube. Under all shock pressures considered here, the free-standing dry sand slugs remained stable while the shock loaded surface of the water-saturated sand slug became unstable resulting in mixing of the shocked air and the granular material. By contrast, the PTFE slugs were stable at low pressures but displayed instabilities similar to the water-saturated sand slugs at higher shock pressures. The distal surfaces of the slugs remained stable under all conditions considered here. Eulerian fluid/solid interaction calculations, with the granular material modelled as a Drucker–Prager solid, reproduced the onset of the instabilities as seen in the experiments to a high level of accuracy. These calculations showed that the shock pressures to initiate instabilities increased with increasing material friction and decreasing yield strain. Moreover, the high Atwood number for this problem implied that fluid/solid interaction effects were small, and the initiation of the instability is adequately captured by directly applying a pressure on the slug surface. Lagrangian calculations with the directly applied pressures demonstrated that the instability was caused by spatial pressure gradients created by initial surface perturbations. Surface instabilities are also shown to exist in shock loaded rear-supported granular slugs: these experiments and calculations are used to infer the velocity that free-standing slugs need to acquire to initiate instabilities on their front surfaces. The results presented here, while in an idealised one-dimensional setting, provide physical understanding of the conditions required to initiate instabilities in a range of situations involving the explosive dispersion of particles.en
dc.explorer.multimediaNoen
dc.funderThe work was supported by the Defense Advanced Projects Agency under grant number W91CRB-11-1-0005 (Program manager, Dr. J. Goldwasser).en
dc.identifier.citationKandan, K., Khaderi, S. N., Wadley, H. N. G. and Deshpande, V. S. (2017) Surface instabilities in shock loaded granular media. Journal of the Mechanics and Physics of Solids, 109, pp. 217-240en
dc.identifier.doihttps://doi.org/10.1016/j.jmps.2017.08.011
dc.identifier.urihttp://hdl.handle.net/2086/14549
dc.language.isoenen
dc.peerreviewedYesen
dc.projectidW91CRB-11-1-0005en
dc.publisherElsevieren
dc.researchgroupEngineering and Physical Sciences Institute (EPsi)
dc.subjectGranular materialen
dc.subjectFluid-structure interactionen
dc.subjectRayleigh–Taylor instabilityen
dc.subjectShock loadingen
dc.titleSurface instabilities in shock loaded granular mediaen
dc.typeBooken

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