论文标题
自适应结构化网格上的强大,强形的力学:有效地求解可变几何的近距离问题,具有弥漫性界面
Robust, strong form mechanics on an adaptive structured grid: efficiently solving variable-geometry near-singular problems with diffuse interfaces
论文作者
论文摘要
常规使用离散边界方法在常规上解决了复杂几何形状上的许多固体力学问题。但是,由于需要跟踪边界和持续的重新安排,这种方法对于涉及不断发展的域边界的问题可能很麻烦。在这项工作中,我们采用了强大的平滑边界方法(SBM),该方法在较大,更简单的计算域中隐含地代表复杂的几何形状,作为平滑指示器函数的支持。我们介绍了机械平衡的结果方程,其中不均匀的边界条件被源术语取代。由此产生的机械平衡问题是半决赛,因此难以解决。在这项工作中,我们提出了一种计算策略,用于有效地解决近乎单明的SBM弹性问题。我们使用嵌段结构的自适应网格细化(BSAMR)方法来适当地解决不断发展的边界,并与几何多机求解器相结合,以有效的机械平衡解决方案。我们讨论了实施此方法的一些实际数值策略,特别是包括网格与以节点为中心的字段的重要性。我们证明了三个代表性示例的求解器的准确性和性能:a)空隙周围的塑性应变演化,b)脆性材料中的裂纹成核和传播,以及c)结构拓扑优化。在每种情况下,我们都表明,即使有较大的近乎环境区域,也可以实现求解器的非常好的收敛性,并且任何收敛问题都来自其他复杂性,例如应力浓度。我们将此框架作为一种多功能工具,用于研究涉及可变几何形状的各种固体力学问题。
Many solid mechanics problems on complex geometries are conventionally solved using discrete boundary methods. However, such an approach can be cumbersome for problems involving evolving domain boundaries due to the need to track boundaries and constant remeshing. In this work, we employ a robust smooth boundary method (SBM) that represents complex geometry implicitly, in a larger and simpler computational domain, as the support of a smooth indicator function. We present the resulting equations for mechanical equilibrium, in which inhomogeneous boundary conditions are replaced by source terms. The resulting mechanical equilibrium problem is semidefinite, making it difficult to solve. In this work, we present a computational strategy for efficiently solving near-singular SBM elasticity problems. We use the block-structured adaptive mesh refinement (BSAMR) method for resolving evolving boundaries appropriately, coupled with a geometric multigrid solver for an efficient solution of mechanical equilibrium. We discuss some of the practical numerical strategies for implementing this method, notably including the importance of grid versus node-centered fields. We demonstrate the solver's accuracy and performance for three representative examples: a) plastic strain evolution around a void, b) crack nucleation and propagation in brittle materials, and c) structural topology optimization. In each case, we show that very good convergence of the solver is achieved, even with large near-singular areas, and that any convergence issues arise from other complexities, such as stress concentrations. We present this framework as a versatile tool for studying a wide variety of solid mechanics problems involving variable geometry.