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An h-adaptive meshfree-enriched finite element method based on convex approximations for the three-dimensional ductile crack propagation simulation

机译:基于凸逼近的h自适应无网格富集三维延性裂纹扩展模拟方法

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摘要

A new numerical approach for modeling the three-dimensional ductile crack propagation problem is presented. The approach is obtained by the introduction of an h-adaptive finite element refinement scheme using the element-wise meshfree enrichments and meshfree visibility criteria to achieve the desired accuracy due to the material nonlinearity and topological changes in the presence of displacement discontinuity. To ensure the element compatibility condition, meshfree convex approximations are employed to the finite element refinement scheme. A crack propagation algorithm combining the meshfree discretization and the crack surface tracking scheme is proposed. To further simplify the freeform surface generation in this moving discontinuity problem, a meshfree particle integration method is considered. Finally, two numerical benchmarks are studied to examine the effectiveness of present method in the three-dimensional ductile crack propagation analysis.
机译:提出了一种新的数值方法,用于建模三维延性裂纹扩展问题。该方法是通过引入h自适应有限元细化方案而获得的,该方案使用基于元素的无网格富集和无网格可见性准则来实现所需的精度,这是由于材料非线性和在位移不连续的情况下发生的拓扑变化。为了确保单元兼容条件,对有限元细化方案采用了无网格凸近似。提出了一种结合无网格离散化和裂纹表面跟踪方案的裂纹扩展算法。为了进一步简化此运动不连续性问题中自由曲面的生成,考虑了无网格粒子积分方法。最后,研究了两个数值基准,以检验本方法在三维延性裂纹扩展分析中的有效性。

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