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Effective Design of the Graded Strut of BCC Lattice Structure for Improving Mechanical Properties

机译:BCC晶格结构梯度支杆提高力学性能的有效设计

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摘要

In order improve the poor mechanical properties of the body-centred cubic (BCC) lattice structure, which suffers from the stress concentration effects at the nodes of the BCC unit cell, a graded-strut design method is proposed to increase the radii corner of the BCC nodes, which can obtain a new graded-strut body-centred cubic (GBCC) unit cell. After the relative density equation and the force model of the structure are obtained, the quasi-static uniaxial compression experiments and finite element analysis (FEA) of GBCC samples and BCC samples are performed. The experimental results show that for the fabricated samples with the same relative density, the GBCC can increase the initial stiffness by at least 38.20%, increase the plastic failure strength by at least 34.12%, compared with the BCC. Coupled experimental and numerical results not only suggest that the GBCC has better mechanical and impact resistance properties than the BCC, but also indicate that as the radii corner increases, the stress concentration effect at the node and the mechanical properties will be improved, which validates the proposed design method for graded-strut unit cells and can provide guidance for the design and future research on ultra-light lattice structures in related fields.
机译:为了改善体心立方晶格结构的不良机械性能,该结构受BCC晶胞节点应力集中效应的影响,提出了一种梯度支撑设计方法,以增加晶格半径角。 BCC节点,可以获取新的渐变支撑杆体中心立方(GBCC)单位单元。得到结构的相对密度方程和力模型后,对GBCC样品和BCC样品进行了准静态单轴压缩实验和有限元分析。实验结果表明,与BCC相比,对于相同相对密度的预制样品,GBCC可以使初始刚度提高至少38.20%,塑性破坏强度提高至少34.12%。耦合的实验和数值结果不仅表明GBCC具有比BCC更好的机械性能和抗冲击性能,而且还表明随着半径角的增加,节点处的应力集中效应和机械性能将得到改善,这证明了提出的渐变支柱单元格设计方法,可为相关领域超轻晶格结构的设计和未来研究提供指导。

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