不同梯度规则的陀螺夹层结构的力学性能和能量吸收研究

IF 2.2 3区 工程技术 Q2 MECHANICS
Bo Hao, Yuxin Zhao, Zhiming Zhu
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引用次数: 0

摘要

在本研究中,我们精心设计了一系列具有 Gyroid 最小表面的晶格结构,将线性密度梯度和两种不同的基于三角函数的密度梯度结合在一起。随后将这些先进的结构与均匀的晶格夹层结构进行了比较和对比。通过结合实验测试和有限元分析(FEA),对四种格子夹层结构的机械行为和能量吸收特性进行了严格研究。综合分析的结果表明,在压缩过程中,所有四种梯度晶格结构都表现出不同程度的剪切滑移,这在它们各自的应力-应变曲线中表现为明显的差异。与均匀晶格结构相比,线性梯度晶格夹层结构的弹性模量增加了 1.69%,而平方正弦函数梯度晶格夹层结构的弹性模量则显著增加了 14.45%。相反,平方余弦函数梯度晶格夹层结构的弹性模量降低了 9.61%。研究发现,采用线性梯度或方余弦函数密度梯度设计都能提高均匀网格结构的承载能力。值得注意的是,当均匀结构的应变达到致密化应变时,它吸收的能量超过了 5.842 兆焦耳/立方米,这表明在所研究的四种结构中,均匀结构的能量吸收能力更强,因此特别适用于需要吸收高能量的应用领域。此外,为验证实验结果,还进行了有限元模拟,模拟结果与实验数据高度相关,差异小于 6%,从而证实了有限元分析模型在预测这些复杂晶格结构性能方面的可靠性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Study on the mechanical properties and energy absorption of Gyroid sandwich structures with different gradient rules

Study on the mechanical properties and energy absorption of Gyroid sandwich structures with different gradient rules

Study on the mechanical properties and energy absorption of Gyroid sandwich structures with different gradient rules

In the present study, a series of lattice structures with Gyroid minimal surfaces were meticulously designed to incorporate linear density gradients and two distinct trigonometric function-based density gradients. These advanced architectures were subsequently compared and contrasted with a uniform lattice sandwich structure. The mechanical behavior and energy absorption characteristics of the four lattice sandwich structures were rigorously investigated through a combination of experimental testing and finite element analysis (FEA). The results of this comprehensive analysis revealed that during compression, all four gradient lattice structures exhibited varying degrees of shear slip, which manifested as discernible discrepancies in their respective stress–strain curves. Relative to the uniform lattice structure, the linear gradient lattice sandwich structure exhibited an enhancement in elastic modulus by 1.69%, while the square sine function gradient lattice sandwich structure showed a significant increase of 14.45% in elastic modulus. Conversely, the square cosine function gradient lattice sandwich structure experienced a reduction in elastic modulus by 9.61%. Employing either a linear gradient or a square sine function density gradient design was found to augment the load-bearing capacity of the uniform lattice structure. Notably, when the strain in the uniform structure reached densification strain, it absorbed energy exceeding 5.842 MJ/m3, indicating superior energy absorption capabilities among the four structures examined, thus rendering it particularly suitable for applications where high energy absorption is imperative. Furthermore, finite element simulations were conducted to validate the experimental findings, and the simulation results demonstrated a high degree of correlation with the experimental data, with discrepancies less than 6%, thereby confirming the reliability of the FEA model in predicting the performance of these intricate lattice structures.

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来源期刊
CiteScore
4.40
自引率
10.70%
发文量
234
审稿时长
4-8 weeks
期刊介绍: Archive of Applied Mechanics serves as a platform to communicate original research of scholarly value in all branches of theoretical and applied mechanics, i.e., in solid and fluid mechanics, dynamics and vibrations. It focuses on continuum mechanics in general, structural mechanics, biomechanics, micro- and nano-mechanics as well as hydrodynamics. In particular, the following topics are emphasised: thermodynamics of materials, material modeling, multi-physics, mechanical properties of materials, homogenisation, phase transitions, fracture and damage mechanics, vibration, wave propagation experimental mechanics as well as machine learning techniques in the context of applied mechanics.
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