2018
DOI: 10.1016/j.ijrmms.2018.07.018
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Three-dimensional bonded-particle discrete element modeling of mechanical behavior of transversely isotropic rock

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Cited by 46 publications
(11 citation statements)
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“…As we continue loading from 90% to 100% of the peak load, the number of broken bonds in the shear bands increases rapidly. Failure mode in uniaxial compression is influenced by end constrains [42,63] as well as sample microstructure [44,64]. The difference in failure mode between the experiments and the numerical simulation may indeed come from the boundary conditions: in the experiment, the rough surface of the sample is in contact with the rubber loading platen; in the simulation, a fixed lateral displacement was imposed at the interface between the sample an the loading platen, which is a stiffer end constraint.…”
Section: Ct Scanmentioning
confidence: 99%
“…As we continue loading from 90% to 100% of the peak load, the number of broken bonds in the shear bands increases rapidly. Failure mode in uniaxial compression is influenced by end constrains [42,63] as well as sample microstructure [44,64]. The difference in failure mode between the experiments and the numerical simulation may indeed come from the boundary conditions: in the experiment, the rough surface of the sample is in contact with the rubber loading platen; in the simulation, a fixed lateral displacement was imposed at the interface between the sample an the loading platen, which is a stiffer end constraint.…”
Section: Ct Scanmentioning
confidence: 99%
“…The discrete element method proposed by Cundall [24] is very effective for analyzing the crack propagation process and explaining the types of cracks observed in the previous physical experiments. The parallel bond model based on the discrete element theory has been widely used in rock damage analysis for decades [25][26][27][28][29], and the numerical simulation results are generally in good agreement with the laboratory results. However, due to the lack of effective approaches, the current numerical model based on parallel bonding is not proficient in distinguishing the mechanical behaviors and types of cracked shear bands in the process of crack propagation and coalescence for several years.…”
Section: Introductionmentioning
confidence: 80%
“…However, the established propellant mechanical model is rough and does not reflect the inner holes and stress concentration process of the gun propellant. The Hertz-Mindlin bonding contact model was proposed by Potyondy [11] in 2004, which was widely used in the material crushing simulation by the discrete element method [12][13][14] , including the crushing process of rock cone crusher and wheat milling process, and the test and simulation results were in good agreement. Rui [1][2]15] characterized the fracture of gun propellant by the initial dynamic vivacity ratio.…”
Section: Introductionmentioning
confidence: 96%