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A finite element framework for modeling internal frictional contact in three-dimensional fractured media using unstructured tetrahedral meshes

机译:使用非结构化四面体网格对三维裂缝介质中内部摩擦接触进行建模的有限元框架

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This paper introduces a three-dimensional finite element (FE) formulation to accurately model the linear elastic deformation of fractured media under compressive loading. The presented method applies the classic Augmented Lagrangian(AL)-Uzawa method, to evaluate the growth of multiple interacting and intersecting discrete fractures. The volume and surfaces are discretized by unstructured quadratic triangle-tetrahedral meshes; quarter-point triangles and tetrahedra are placed around fracture tips. Frictional contact between crack faces for high contact precisions is modeled using isoparametric integration point-to-integration point contact discretization, and a gap-based augmentation procedure. Contact forces are updated by interpolating tractions over elements that are adjacent to fracture tips, and have boundaries that are excluded from the contact region. Stress intensity factors are computed numerically using the methods of displacement correlation and disk-shaped domain integral. A novel square-root singular variation of the penalty parameter near the crack front is proposed to accurately model the contact tractions near the crack front. Tractions and compressive stress intensity factors are validated against analytical solutions. Numerical examples of cubes containing one, two, twenty four and seventy interacting and intersecting fractures are presented. (C) 2016 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY license.
机译:本文介绍了三维有限元(FE)公式,可以精确地模拟压缩载荷下裂缝性介质的线性弹性变形。所提出的方法应用经典的增强拉格朗日(AL)-Uzawa方法来评估多个相互作用和相交的离散裂缝的生长。体积和曲面由非结构化的二次三角-四面体网格离散;四分之一三角形和四面体放置在断裂尖端周围。使用等参积分点对积分点接触离散化和基于间隙的增强过程对高接触精度的裂纹面之间的摩擦接触进行建模。通过在与裂缝尖端相邻的元素上插入牵引力来更新接触力,这些元素具有从接触区域中排除的边界。应力强度因子是采用位移相关和圆盘状区域积分的方法进行数值计算的。提出了一种新的惩罚参数在裂纹前沿附近的平方根奇异变化,以精确地模拟裂纹前沿附近的接触牵引力。牵引力和压应力强度因子已针对分析解决方案进行了验证。给出了包含一,二,二十四和七十个相互作用和相交的裂缝的立方体的数值示例。 (C)2016作者。由Elsevier B.V.发布。这是CC BY许可下的开放获取文章。

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