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Fully parallel level set method for large-scale structural topology optimization

机译:大规模结构拓扑优化的全并行水平集方法

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To realize large-scale or high-resolution structural topology optimization design, a fully parallel parameterized level set method with compactly supported radial basis functions (CSRBFs) is developed based on both the uniform and non-uniform structured meshes. In this work, the whole computation process is parallelized, including mesh generation, sensitivity analysis, calculation and assembly of the element stiffness matrices, solving of the structural state equation, parameterization and updating of the level set function, and output of the computational results during the optimization iterations. In addition, some typical numerical examples, in which the calculation scale is up to 7 million 8-node hexahedral elements, are carried out for verifying the effectiveness of the proposed method. Finally, the computing time is also analyzed in detail. It is found that: (1) In the optimized structures, the thin sheet-like components gradually replace the truss-like ones when refining the mesh, (2) the parameterization process of the level set function will become fast as long as the non-uniformity of mesh is not very high and the supported radius of CSRBF is small enough, and (3) more than 80% of the total computing time is always consumed for solving the structural state equation during the finite element analysis (FEA). (C) 2019 Elsevier Ltd. All rights reserved.
机译:为了实现大规模或高分辨率的结构拓扑优化设计,基于均匀和非均匀结构化网格,开发了具有紧密支持的径向基函数(CSRBF)的完全并行参数化水平集方法。在这项工作中,整个计算过程是并行的,包括网格生成,灵敏度分析,单元刚度矩阵的计算和组装,结构状态方程的求解,水平集函数的参数化和更新,以及在计算过程中输出的计算结果。优化迭代。此外,通过一些典型的数值例子,计算规模达到700万个8节点六面体元素,以验证所提出方法的有效性。最后,还详细分析了计算时间。发现:(1)在优化的结构中,细化网格状时,薄板状构件逐渐取代了桁架状构件;(2)只要没有网格的均匀性不是很高,并且CSRBF的支持半径足够小,并且(3)在有限元分析(FEA)期间求解结构状态方程时,总是要花费总计算时间的80%以上。 (C)2019 Elsevier Ltd.保留所有权利。

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