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Simulating fracture propagation in brittle materials using a meshless approach

机译:使用无网格方法模拟脆性材料中的裂缝扩展

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In the present work, a meshless method is combined with a crack growth algorithm, considering a linear elastic model to simulate the propagation of cracks in brittle materials. The proposed methodology is automatic, which means that it does not require the user intervention. In this study, the meshless method used is the Natural Neighbour Radial Point Interpolation Method (NNRPIM), an efficient discrete numeric method. Being a truly meshless method, the NNRPIM only requires an unstructured nodal distribution to fully discretize the problem domain. With the coordinates of the nodes, the NNRPIM formulation is autonomously capable: to define the nodal connectivity; to build the background integration mesh; and to construct the shape functions. The crack propagation algorithm here proposed simulates the crack growth by displacing iteratively the crack tip. Updating the crack tip location requires a local remeshing, which does not represent a numeric difficulty for the NNRPIM. The updated position of the crack tip depends on the estimated stress field in the vicinity of the crack tip. Thus, in each iteration, the stress field in the vicinity of the crack tip is estimated, and then, the direction of the crack propagation is calculated using the maximum circumferential stress criterion.
机译:在目前的工作中,无网格方法与裂纹扩展算法相结合,考虑了线性弹性模型来模拟脆性材料中裂纹的扩展。所提出的方法是自动的,这意味着它不需要用户干预。在本研究中,使用的无网格方法是自然邻域径向点插值方法(NNRPIM),这是一种有效的离散数值方法。作为一种真正的无网格方法,NNRPIM仅需要非结构化的节点分布即可完全离散问题域。利用节点的坐标,NNRPIM公式可以自动进行:定义节点连接;建立背景整合网格;并构造形状函数。这里提出的裂纹扩展算法通过迭代地移动裂纹尖端来模拟裂纹扩展。更新裂纹尖端的位置需要局部重新网格化,这对于NNRPIM而言并不代表数值上的困难。裂纹尖端的更新位置取决于裂纹尖端附近的估计应力场。因此,在每次迭代中,估计裂纹尖端附近的应力场,然后使用最大圆周应力准则来计算裂纹扩展的方向。

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