Effect of Fabric Anisotropy on Bifurcation and Shear Band Evolution in Granular Geomaterials
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-2164-5.pdf
Reference48 articles.
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2. Alshibli KA, Alsaleh MI, Voyiadjis GZ (2010) Modelling strain localization in granular materials using micropolar theory: Numerical implementation and verification. International Journal for Numerical & Analytical Methods in Geomechanics 30(15):1525–1544, DOI:https://doi.org/10.1002/nag.534
3. Areias P, Belytschko T (2006) Two-scale shear band evolution by local partition of unity. International Journal for Numerical Methods in Engineering 66:878–910, DOI: https://doi.org/10.1002/nme.1589
4. Areias P, Msekh MA, Rabczuk T (2016) Damage and fracture algorithm using the screened poisson equation and local remeshing. Engineering Fracture Mechanics 158:116–143, DOI: https://doi.org/10.1016/j.engfracmech.2015.10.042
5. Areias P, Rabczuk T (2017) Steiner-point free edge cutting of tetrahedral meshes with applications in fracture. Finite Elements in Analysis & Design 132:27–41, DOI: https://doi.org/10.1016/jfinel.2017.05.001
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1. DEM Analysis of Fabric Evolution and Behavior of Granular Geomaterials in True Triaxial Test with Flexible Boundary;KSCE Journal of Civil Engineering;2023-06-24
2. A multiscale finite element method for soil-rock mixture;Frontiers in Materials;2023-03-06
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