Discrete element simulations of direct shear tests with particle angularity effect
By Shiwei Zhao, Xiaowen Zhou, Wenhui Liu. 2015
145 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computational Mechanics, Management, Monitoring, Policy and Law
View Paper: https://www.semanticscholar.org/paper/eca3abca9597d719b3ed1e3fbcffddd814953acb
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In Civil and Structural Engineering
In Computational Mechanics
In Management, Monitoring, Policy and Law
Citations in the corpus
- Particle shape effects on fabric of granular random packing (2017, background): “, varying the loading on the packing [63], or by changing material properties, e.”
- A poly‐superellipsoid‐based approach on particle morphology for DEM modeling of granular media (2019, unknown): “⎪⎨⎪⎩ I xx = 1 16 ρrxiryirziε1ε2(r(2) yiβ1 + 4r 2 ziβ2) I yy = 1 16 ρrxiryirziε1ε2(r(2) xiβ1 + 4r 2 ziβ2) I zz = 1 16 ρrxiryirziε1ε2(r(2) xi + r 2 yi)β1 , (16)”
- Effects of particle asphericity on the macro- and micro-mechanical behaviors of granular assemblies (2017, methodology): “Anisotropy is one of the most important characteristics of granular materials [10,28,66,67].”