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Response of a noncohesive packing of grains to a localized force: Deviation from continuum elasticity
Author(s) -
El Hadji Bouya Amar,
Didier Clamond,
Nathalie Fraysse,
Jean Rajchenbach
Publication year - 2011
Publication title -
physical review e
Language(s) - English
Resource type - Journals
eISSN - 1550-2376
pISSN - 1539-3755
DOI - 10.1103/physreve.83.021304
Subject(s) - elasticity (physics) , geotechnical engineering , materials science , deformation (meteorology) , linear elasticity , displacement (psychology) , displacement field , mechanics , physics , geology , composite material , thermodynamics , finite element method , psychology , psychotherapist
International audienceIn order to characterize the mechanical behavior of grain piles, we investigate the response of a non-cohesive two-dimensional packing of cylinders submitted to a localized force. By means of image processing, we obtain an accurate measurement of the individual grain displacements in the reversible regime of deformation. The measured displacement field deviates unambiguously from the predictionsof linear elasticity and of other theoretical descriptions commonly used to model the behavior of cohesionless soils in civil engineering or in soil mechanics. Surprisingly, the analysis of the deformation field reveals a tendency to localization in the reversible regime

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