杨强, 程勇刚, 张浩. 基于格构模型的岩石类材料开裂数值模拟[J]. 工程力学, 2003, 20(1): 117-120,.
引用本文: 杨强, 程勇刚, 张浩. 基于格构模型的岩石类材料开裂数值模拟[J]. 工程力学, 2003, 20(1): 117-120,.
YANG Qiang, CHENG Yong-gang, ZHANG Hao. SIMULATION OF CRACKING PROCESSES OF ROCK MATERIALS BY LATTICE MODEL[J]. Engineering Mechanics, 2003, 20(1): 117-120,.
Citation: YANG Qiang, CHENG Yong-gang, ZHANG Hao. SIMULATION OF CRACKING PROCESSES OF ROCK MATERIALS BY LATTICE MODEL[J]. Engineering Mechanics, 2003, 20(1): 117-120,.

基于格构模型的岩石类材料开裂数值模拟

SIMULATION OF CRACKING PROCESSES OF ROCK MATERIALS BY LATTICE MODEL

  • 摘要: 采用二维格构模型模拟岩石类材料的开裂过程.格构模型将连续介质离散为由弹性杆或梁单元组成的二维格构网格,单元采用简单的本构关系和破坏准则,单元之间的参数可互有差异,以引入材料的非均质性.在外载作用下对整体网格进行线弹性分析,计算出格构中各单元的局部应力,超过断裂阈值的单元将破坏,材料的破坏过程通过单元的依次破坏来模拟.使用格构模型分析了单轴拉伸破坏和单边切口梁的剪切破坏.数值模拟结果表明,格构模型可作为岩石、混凝土类材料开裂分析的一种有效方法.

     

    Abstract: In this paper, a lattice model is presented to simulate the cracking processes of heterogeneous brittle materials. It is assumed in the model that a continuum is represented at the meso-level by a connected lattice of elastic-brittle truss or beam elements. The heterogeneity of the materials is implemented through change of element parameters. Fracturing is simulated by performing a linear elastic analysis of the lattice under loading and removing an element from the lattice that exceeds a certain failure threshold. Once an element is removed, the analysis is repeated. With this model, uniaxial tension and the four-point-shear experiments of single-edge notched beam are simulated. It is shown that the simulated crack patterns appear quite realistic.

     

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