非均匀桁架芯锥体格构夹层梁的弯曲性能

Fucong Lu, Kun Zhang, Yilin Zhu
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引用次数: 1

摘要

为了提高金字塔点阵夹层梁的三点弯曲能力,本文提出了一种非均匀金字塔点阵夹层结构,通过为拉伸和压缩芯棒分配不同的直径,并将两种芯棒直径之比设置为非均匀系数。从理论上和数值上分析了非均匀系数对金字塔晶格夹层梁三点弯曲性能的影响。结果表明,引入非均匀系数可以显著提高结构的弯曲极限承载力。与均匀点阵夹层梁相比,优化后的非均匀点阵夹层梁的弯曲极限承载力提高了39%。结果表明,最优非均匀系数(公式:见文)随结构总质量的增加而减小。本文对非均匀点阵夹层梁三点弯曲性能的研究可为轻质点阵夹层结构的优化设计提供指导。
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Bending behavior of pyramid lattice sandwich beams with non-uniform truss cores
To improve the three-point bending capacity of the pyramid lattice sandwich beam, a non-uniform pyramid lattice sandwich structure is proposed in this paper by assigning different diameters to the tensile and compressive core rods and setting the ratio of the diameters of the two kinds of core rods as a non-uniform coefficient. The influence of the non-uniform coefficients on the three-point bending performance of the pyramid lattice sandwich beam is analyzed theoretically and numerically. Results show that the introduction of the non-uniform coefficients can significantly improve the bending ultimate bearing capacity of the structure. Compared with the uniform lattice sandwich beam, the optimal non-uniform coefficients increase the bending ultimate bearing capacity by 39%. Moreover, it is revealed that the optimal non-uniform coefficient ([Formula: see text]) decreases with the increase of the total mass of the structure. The research on the three-point bending performance of non-uniform lattice sandwich beams in this paper can provide guidance for the optimal design of lightweight lattice sandwich structures.
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来源期刊
Journal of Micromechanics and Molecular Physics
Journal of Micromechanics and Molecular Physics Materials Science-Polymers and Plastics
CiteScore
3.30
自引率
0.00%
发文量
27
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