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A performance metric for additively manufactured microlattice structures under different loading conditions

机译:不同载荷条件下增材制造的微晶格结构的性能指标

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摘要

A rapidly evolving design technology in additive manufacturing is microlattice (or microarchitectured) materials. Investigating the performance of microlattices under different loading conditions is a key element for implementing this new technology into mechanical components used in different industries. In this paper, the mechanical behavior of five different microlattices under four standard modes of loading along with a combined loading scenario was investigated. The four standard modes of loading that were considered are tension, compression, simple shear, and bending. The combined loading scenario was simultaneous shear and compression. The lattice structures (i.e. octet-truss, diamond, pyramid, block lattice truss, and cubic truss) were modeled and meshed using Autodesk Inventor and Fusion 360. Constraints and the elastic loading conditions for the structures were applied to the models in Fusion 360 and static finite element simulations were performed using Autodesk Nastran software. The results of all simulations were collated and a performance function was derived from the maximum stress and stiffness results and mass of the structures. The two highest performing structures (octet-truss and cubic lattice) according to the derived metric were then combined. The octet lattice performed well under shear and the combined loading cases, while the cubic lattice performed well under tension, compression, and bending. Simulations were repeated and the performance metric was then used to show that the combination of these structures, known as the Warren truss, had improved performance as a result.
机译:增材制造中快速发展的设计技术是微晶格(或微体系结构)材料。研究微晶格在不同载荷条件下的性能是将这项新技术应用于不同行业所用机械部件的关键要素。在本文中,研究了四种标准加载模式下的五个不同微晶格的力学行为以及组合加载情况。考虑的四种标准加载方式是拉伸,压缩,简单剪切和弯曲。组合加载方案是同时剪切和压缩。使用Autodesk Inventor和Fusion 360对网格结构(即八角形桁架,菱形,金字塔形,块状桁架和立方形桁架)进行建模和网格化。将结构的约束条件和弹性加载条件应用于Fusion 360和静态有限元模拟是使用Autodesk Nastran软件进行的。整理所有模拟的结果,并从最大应力和刚度结果以及结构质量得出性能函数。然后根据推导的度量标准将两个性能最高的结构(八位桁架和立方晶格)进行组合。八角形晶格在剪切和组合荷载作用下表现良好,而立方晶格在拉伸,压缩和弯曲条件下表现良好。重复进行仿真,然后使用性能指标来显示这些结构的组合,称为Warren桁架,从而改善了性能。

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