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Continuum Models to Bulks Solids

  • Jacek TejchmanEmail author
Part of the Springer Series in Geomechanics and Geoengineering book series (SSGG)

Abstract

Two simple continuous constitutive models to describe the behaviour of granular bulk solids during flow are presented: a hypoplastic and an elasto-plastic constitutive model. A micro-polar and an integral-type non-local approach to properly model shear localization are introduced.

Keywords

Granular Material Void Ratio Couple Stress Plane Strain Compression Initial Void Ratio 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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© Springer International Publishing Switzerland 2013

Authors and Affiliations

  1. 1.Faculty of Civil and Environmental EngineeringGdansk University of TechnologyGdansk-WrzeszczPoland

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