DISCRETE LATTICE ELEMENT APPROACH FOR ROCK FAILURE MODELING

IF 0.6 Q4 ENGINEERING, CIVIL
M. Nikolić, A. Ibrahimbegovic, P. Miščević
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引用次数: 1

Abstract

This paper presents the ‘discrete lattice model’, or, simply, the ‘lattice model’, developed for rock failure modeling. The main difficulties in numerical modeling, namely, those related to complex crack initiations and multiple crack propagations, their coalescence under the influence of natural disorder, and heterogeneities, are overcome using the approach presented in this paper. The lattice model is constructed as an assembly of Timoshenko beams, representing the cohesive links between the grains of the material, which are described by Voronoi polygons. The kinematics of the Timoshenko beams are enhanced by the embedded strong discontinuities in their axial and transversal directions so as to provide failure modes I, II, and III. The model presented is suitable for meso-scale rock simulations. The representative numerical simulations, in both 2D and 3D settings, are provided in order to illustrate the model’s capabilities.
岩石破坏建模的离散点阵元方法
本文提出了用于岩石破坏建模的“离散网格模型”,或者简单地说,“网格模型”。使用本文提出的方法克服了数值模拟中的主要困难,即与复杂裂纹萌生和多次裂纹扩展、它们在自然无序影响下的聚结以及非均匀性有关的困难。晶格模型被构建为Timoshenko梁的组合,表示材料颗粒之间的内聚连接,这些连接由Voronoi多边形描述。Timoshenko梁在轴向和横向方向上嵌入的强不连续性增强了其运动学,从而提供了破坏模式I、II和III。所提出的模型适用于中尺度岩石模拟。提供了2D和3D设置中的代表性数值模拟,以说明模型的能力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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