Literature DB >> 19948554

Force-chain buckling in granular media: a structural mechanics perspective.

Giles W Hunt1, Antoinette Tordesillas, Steven C Green, Jingyu Shi.   

Abstract

Parallels are drawn between the response of a discrete strut on a linear elastic foundation and force-chain buckling in a constrained granular medium. Both systems buckle initially into periodic shapes, with wavelengths that depend on relative resistances to lateral displacement, and curvature in the buckled shape. Under increasing end shortening, the classical structural model evolves to a localized form extending over a finite number of contributing links. By analogy, it is conjectured that the granular model of force-chain buckling might follow much the same evolutionary route into a shear band. This journal is
© 2010 The Royal Society

Year:  2010        PMID: 19948554     DOI: 10.1098/rsta.2009.0180

Source DB:  PubMed          Journal:  Philos Trans A Math Phys Eng Sci        ISSN: 1364-503X            Impact factor:   4.226


  1 in total

1.  Use of elastic stability analysis to explain the stress-dependent nature of soil strength.

Authors:  Kevin J Hanley; Catherine O'Sullivan; M Ahmer Wadee; Xin Huang
Journal:  R Soc Open Sci       Date:  2015-04-22       Impact factor: 2.963

  1 in total

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