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Discrete models for geomaterials

机译:离散的土工模型

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摘要

Different discrete element models (DEM) for the simulation of cohesive geomaterials like concrete, ceramics or marl will be presented. Starting from a basic polygonal two-dimensional DEM model for non-cohesive granular materials, more complex models for cohesive materials are obtained by inclusion of beam or interface elements between corresponding particles. The last step in the series of increasing complexity is the realization of a microstructure-based simulation environment which utilizes the enhanced DEM models. With growing model complexity a wide variety of failure features of geomaterials can be represented. A validation of these discrete models with regard to qualitative and quantitative aspects enriches the plan of the paper. Thereby, extracts of the extensive simulation program are reported in order to clarify the respective subject matter.
机译:将介绍用于模拟诸如水泥,陶瓷或泥灰等粘性土工材料的不同离散元模型(DEM)。从用于非粘性颗粒材料的基本的二维二维DEM模型开始,通过在相应的粒子之间包含梁或界面元素,可以获得用于粘性材料的更复杂的模型。这一系列复杂性增加的最后一步是实现基于微结构的仿真环境,该环境利用增强的DEM模型。随着模型复杂性的提高,可以表现出多种土工材料的破坏特征。对这些离散模型的定性和定量方面的验证丰富了本文的计划。因此,报告了广泛的模拟程序的摘录,以阐明各个主题。

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