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Numerical simulation of particulate materials using discrete element modelling

机译:使用离散元建模的颗粒材料数值模拟

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Discrete element method (DEM) is a numerical technique pioneered by Cundall(1) for problems in rock mechanics where the continuity between the separate elements does not exist. Discrete numerical simulations with particles are currently used in several different scientific disciplines. The DEM is capable of handling a wide range of material behaviour, inter-body interaction force laws and arbitrary geometries, DEM models granular materials which can freely make and break contacts with their neighbours and is capable of analysing interacting deformable bodies undergoing large absolute or relative motions. DEM-related research has proved to be very meaningful for enhancing the understanding of granular materials. This tool has been used for developing and validating constitutive relationships of particulate materials such as soil, rock, grain or ceramic powder by using appropriate particle properties, sizes, shapes, and gradation. Moreover, DEM is the best tool for explaining the experimentally observed facts from a more fundamental approach. Perhaps one of the major advantages of the discrete particle model approach is that what is being done during a simulation is obvious at all the times. The discrete element model incorporates induced anisotropy, shear dilatancy and stress path dependency from more fundamental principles and has proven its usefulness to generate insights into the processes involved with particulate media. DEM is an explicit finite difference code and because of the explicit nature of the algorithm, it is necessary to use a very small time-step of simulation to guarantee numerical stability and accuracy. Many researchers are attempting to expose the advent of the effective use of the supercomputer and parallel computing for engineering problems by modifying the discrete element simulation codes. This will allow a major step forward in handling a very large number of particles for the more realistic simulations of particulate solids. In this paper, an overview of the discrete element modelling is presented along with some of its applications in engineering. [References: 51]
机译:离散元法(DEM)是Cundall(1)率先提出的一种数值技术,用于解决岩石力学中各个独立单元之间不存在连续性的问题。目前在数个不同的科学学科中都使用了带有粒子的离散数值模拟。 DEM能够处理各种各样的材料行为,人体间相互作用力定律和任意几何形状,DEM可以模拟颗粒材料,这些材料可以自由地与邻居建立和破坏接触,并能够分析承受较大绝对或相对应力的相互作用的可变形体动作。事实证明,与DEM相关的研究对于增进对颗粒材料的理解非常有意义。该工具已用于通过使用适当的粒子属性,大小,形状和渐变来开发和验证诸如土壤,岩石,谷物或陶瓷粉末等微粒材料的本构关系。此外,DEM是从更基本的方法解释实验观察到的事实的最佳工具。离散粒子模型方法的主要优点之一可能是,在仿真过程中所做的一切始终都是显而易见的。离散元素模型结合了来自更基本原理的诱导各向异性,剪切剪胀和应力路径依赖性,并已证明其有用之处可用于深入了解与颗粒介质有关的过程。 DEM是一个显式的有限差分代码,由于该算法的显式性质,有必要使用非常小的仿真时间步来保证数值的稳定性和准确性。许多研究人员正试图通过修改离散元素仿真代码来揭露超级计算机和并行计算有效用于工程问题的出现。这将为处理更大量的粒子迈出重要的一步,以便更真实地模拟固体颗粒。在本文中,将对离散元素建模及其在工程中的一些应用进行概述。 [参考:51]

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