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- W2328061803 abstract "The discrete element method is often used to model the micromechanical response of particulate assemblies in two dimensions. The majority of DEM programs are capable of simulating two types of structures: balls and walls. The simulation of complex geometries requires some combination of balls and/or walls. In other cases, strings of balls are used to simulate flexible or rough walls, as the inherent DEM wall structures are inflexible. These flexible particle chains may be either force controlled or velocity controlled. In the simulation of two-dimensional biaxial compression tests, rigid loading platens are typically used for application of the axial deviatoric load while rigid walls or flexible membranes can be used for the simulation of lateral confinement. What is not well-understood, however, is how the method used for lateral confinement affects the macroscale, mesoscale, and microscale response of the numerical biaxial specimen. In this paper, the results from a series of multiscale biaxial compression simulations are presented. The effects of the choice of lateral confinement are specifically discussed." @default.
- W2328061803 created "2016-06-24" @default.
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- W2328061803 date "2008-03-07" @default.
- W2328061803 modified "2023-09-27" @default.
- W2328061803 title "Membrane Effects on Microstructure Evolution in 2D DEM Experiments" @default.
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- W2328061803 doi "https://doi.org/10.1061/40972(311)120" @default.
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