Input Parameters of Discrete Element Methods
By T. Ng. 2006
150 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/4893689f4902cced208ccafc566e6d4f23b56e2d
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In Civil and Structural Engineering
In Computational Mechanics
In Management, Monitoring, Policy and Law
Citations in the corpus
- Comprehensive study of the effects of rolling resistance on the stress–strain and strain localization behavior of granular materials (2010, methodology): “The shear stiffness Ks isassumedtobeaconstantratioof Kn anddifferentratios of the shear stiffness to normal stiffness Ks/Kn were used in thesimulations(incomparison[ 33 ]assumed Ks and Kn tobe equal).”