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2017 | OriginalPaper | Chapter

Instability Analysis of Granular Media via a Purely Micromechanical Constitutive Model

Authors : Mehdi Pouragha, Richard Wan, Xu Gong

Published in: Bifurcation and Degradation of Geomaterials with Engineering Applications

Publisher: Springer International Publishing

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Abstract

In this paper, we develop a rate independent, incrementally linear constitutive model for 2D granular materials within a robust multiscale framework where micromechanical interactions and microstructural rearrangements between particles are being described statistically. The model when implemented into a finite element code allows us to explore the different microscopic states both inside and outside of the strain localization zone that develops during shearing in a biaxial test. A major finding is the discovery of similarities in microstructural characteristics inside a shear band during localized failure and critical state in diffuse failure.

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Literature
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Metadata
Title
Instability Analysis of Granular Media via a Purely Micromechanical Constitutive Model
Authors
Mehdi Pouragha
Richard Wan
Xu Gong
Copyright Year
2017
DOI
https://doi.org/10.1007/978-3-319-56397-8_64