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Coupled discrete/continuum simulations of the impact of granular slugs with clamped beams: stand-off effects

Goel, A.; Uth, T.; Liu, Tao; Wadley, H.N.G.; Deshpande, V.S.

Coupled discrete/continuum simulations of the impact of granular slugs with clamped beams: stand-off effects Thumbnail


Authors

A. Goel

T. Uth

Tao Liu

H.N.G. Wadley

V.S. Deshpande



Abstract

Coupled discrete particle/continuum simulations of the normal (zero obliquity) impact of granular slugs against the centre of deformable, end-clamped beams are reported. The simulations analyse the experiments of Uth et al. (2015) enabling a detailed interpretation of their observations of temporal evolution of granular slug and a strong stand-off distance dependence of the structural response. The high velocity granular slugs were generated by the pushing action of a piston and develop a spatial velocity gradient due to elastic energy stored during the loading phase by the piston. The velocity gradient within the “stretching” slug is a strong function of the inter-particle contact stiffness and the time the piston takes to ramp up to its final velocity. Other inter-particle contact properties such as damping and friction are shown to have negligible effect on the evolution of the granular slug. The velocity gradients result in a slug density that decreases with increasing stand-off distance, and therefore the pressure imposed by the slug on the beams is reduced with increasing stand-off. This results in the stand-off dependence of the beam's deflection observed by Uth et al. (2015). The coupled simulations capture both the permanent deflections of the beams and their dynamic deformation modes with a high degree of fidelity. These simulations shed new light on the stand-off effect observed during the loading of structures by shallow-buried explosions.

Citation

Goel, A., Uth, T., Liu, T., Wadley, H., & Deshpande, V. (2018). Coupled discrete/continuum simulations of the impact of granular slugs with clamped beams: stand-off effects. Mechanics of Materials, 116, https://doi.org/10.1016/j.mechmat.2017.03.001

Journal Article Type Article
Acceptance Date Mar 2, 2017
Online Publication Date Mar 4, 2017
Publication Date Jan 1, 2018
Deposit Date Mar 10, 2017
Publicly Available Date Mar 10, 2017
Journal Mechanics of Materials
Print ISSN 0167-6636
Electronic ISSN 1872-7743
Publisher Elsevier
Peer Reviewed Peer Reviewed
Volume 116
DOI https://doi.org/10.1016/j.mechmat.2017.03.001
Keywords Granular material; Particle impact; Discrete particle simulation; Fluid-structure interaction; Landmine; Blast
Public URL https://nottingham-repository.worktribe.com/output/963246
Publisher URL http://www.sciencedirect.com/science/article/pii/S0167663616301879

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