凹面六边形蜂窝芯的平面内动态缓冲性能

IF 1.2 4区 工程技术 Q3 ACOUSTICS Shock and Vibration Pub Date : 2024-03-11 DOI:10.1155/2024/9978340
Miao Liu, Yan Cao, De-Qiang Sun, Chao-Rui Nie, Zhi-Jie Wang
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引用次数: 0

摘要

为了进一步研究凹面六边形芯材(CHC)的缓冲性能,扩大其应用范围,本文建立了 CHC 的平面内有限元模型。提出了一种动态缓冲系数法来表征 CHC 的缓冲性能。得到了不同冲击速度和结构参数下 CHC 的动态缓冲系数曲线和最小动态缓冲系数(MDCC)。分析了结构参数和冲击速度对动态缓冲系数的影响规律,并得出了变形模式和变形经验公式。结果表明,当其他参数不变时,CHC 的 MDCC 随冲击速度的增加而减小,随壁厚和边长比的增加而增大,随膨胀角的增加而减小。理论分析与有限元结果一致,进一步验证了模型的可靠性。本文为 CHC 缓冲性能的工业应用提供了坚实的理论基础,形成了关键技术支撑。
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In-Plane Dynamic Cushioning Performance of Concave Hexagonal Honeycomb Cores
In order to further study the cushioning performance of concave hexagonal cores (CHCs) and expand their application range, the in-plane finite element model of CHCs is established in this paper. A dynamic cushioning coefficient method was proposed to characterize the cushioning performance of CHCs. The dynamic cushioning coefficient curve and minimum dynamic cushioning coefficient (MDCC) of CHCs with different impact velocities and structural parameters are obtained. The influence rules of structural parameters and impact velocities on the MDCC are analyzed; the deformation mode and transformation empirical formula are also obtained. The results show that when other parameters are constant, the MDCC of CHCs decreases with the increase of impact velocity, increases with the increase of wall thickness and side length ratio, and decreases with the increase of expansion angle. The theoretical analysis is consistent with the finite element results, which further verifies the reliability of the model. This paper provides a solid theoretical basis for the industrial application of the cushioning performance of CHCs and forms a key technical support.
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来源期刊
Shock and Vibration
Shock and Vibration 物理-工程:机械
CiteScore
3.40
自引率
6.20%
发文量
384
审稿时长
3 months
期刊介绍: Shock and Vibration publishes papers on all aspects of shock and vibration, especially in relation to civil, mechanical and aerospace engineering applications, as well as transport, materials and geoscience. Papers may be theoretical or experimental, and either fundamental or highly applied.
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