Modeling interface shear behavior of granular materials using micro-polar continuum approach

DOI10.1007/s00161-017-0588-4zbMath1392.74063OpenAlexW2743192546MaRDI QIDQ1655426

Ali Noorzad, Babak Ebrahimian, Mustafa I. Alsaleh

Publication date: 9 August 2018

Published in: Continuum Mechanics and Thermodynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00161-017-0588-4

zbMATH Keywords

granular materialsstrain localizationsurface roughnessmicro-polar continuuminterface behaviorCosserat rotation

Mathematics Subject Classification ID

Granularity (74E20) Soil and rock mechanics (74L10) Granular flows (76T25)

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Uses Software

• ABAQUS

Cites Work

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• FE-investigations of micro-polar boundary conditions along interface between soil and structure
• Modeling of sand-structure interfaces under rotational shear
• Numerical study on patterning of shear bands in a Cosserat continuum
• Constitutive modeling of soil-structure interface through the concept of critical state soil mechanics
• A generalisation of \(J_ 2\)-flow theory for polar continua
• FE simulation of shear localization along granular soil-structure interfaces using micro-polar elasto-plasticity
• Evolving internal length scales in plastic strain localization for granular materials
• Modelling strain localization in granular materials using micropolar theory: mathematical formulations
• Modelling strain localization in granular materials using micropolar theory: numerical implementation and verification
• Numerical investigations of shear localization in a micro-polar hypoplastic material