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Stress based topology optimization of reinforcement structure under in-plane load

机译:面内载荷下钢筋结构基于应力的拓扑优化

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摘要

As the static safety of mechanical structure is one of important criteria in engineering design process, it has been one of important topics to consider the static failure of a structure in topology optimization (TO). With the help of some recent relevant researches, some difficult issues in considering static failure are solved. However, this research found that the singularity issue which refers the difficulty of obtaining global optima with the KKT condition is not serious and mathematically relaxed for reinforcement TO design. And it is found that the existing qp-relaxation stress interpolation scheme to resolve the singularity issue in TO just shows the local optima issue in reinforcement TO design with different penalization factors in Solid Isotropic Material with Penalization (SIMP). In order to explain this feature, the TO problems for simple benchmark truss structures are revisited. Several two-dimensional examples only with in-plane load are solved to confirm the validity of the present study. (C) 2017 Elsevier Ltd. All rights reserved.
机译:由于机械结构的静态安全性是工程设计过程中的重要标准之一,因此在拓扑优化(TO)中考虑结构的静态失效已成为重要的主题之一。借助最近的一些相关研究,解决了在考虑静态故障时遇到的一些难题。然而,这项研究发现,奇异性问题并不严重,因为它难以在KKT条件下获得全局最优值,并且在数学上可以简化强化TO设计。研究发现,现有的qp松弛应力插值方案解决了TO中的奇异性问题,仅显示了在具有罚分的固体各向同性材料(SIMP)中具有不同罚分因子的增强型TO设计中的局部最优问题。为了解释此功能,重新讨论了简单基准桁架结构的TO问题。解决了几个仅具有平面载荷的二维示例,以证实本研究的有效性。 (C)2017 Elsevier Ltd.保留所有权利。

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