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- W2181860863 abstract "The paper presents preliminary results of three-dimensional simulation of the Pure Torsional Shear (PTS) test using discrete element method with the stacked wall techniqueto simulate the boundary conditions in the test. The average stress and strain components in the PTS test are presented. To investigate the stress-strain relationship inside and outside shear bands that develop during the loading, a measuring sphere is employed to monitor the localization behavior of the specimen. The evolution of porosity and coordination number in the shear zone at different locations is presented. The initiation and propagation of the shear band characterized by porosity and shear rate contour are visualized, which indicated the shear rate is better indicator for shear banding identification. The results demonstrate also that, based on themicro parameter monitoring, the stress and strain measured in the shear zone is significantly different from boundary measurement.. The paper also demonstrates that the discrete element method is an effective tool to investigate the" @default.
- W2181860863 created "2016-06-24" @default.
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- W2181860863 date "2014-01-01" @default.
- W2181860863 modified "2023-09-24" @default.
- W2181860863 title "A numerical DEM examination of torsional shear test" @default.
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