4.6 Article

FEA of in-plane compression of aluminum alloy honeycomb panels

期刊

STRUCTURES
卷 49, 期 -, 页码 267-280

出版社

ELSEVIER SCIENCE INC
DOI: 10.1016/j.istruc.2023.01.110

关键词

Honeycomb panel; Compression; Eccentric compression; Experiment; Numerical analysis

向作者/读者索取更多资源

In this study, the aluminum alloy honeycomb panels were investigated and a quantitative analysis was conducted. Three different configurations of honeycomb panels were fabricated. The results showed that the performance of the Type 3 panel was better than the Type 1 panel, with an increased maximum bearing capacity of 34.7 kN. The numerical model established in this study was validated with a low average error of 3.366%. Overall, this study provides a theoretical basis for the application of aluminum alloy honeycomb panels in engineering.
In this study, we investigated the aluminum alloy honeycomb panel and conducted a quantitative analysis. First, three kinds of honeycomb panels with different configurations were fabricated using resin materials using 3D printing technology. These honeycomb panels included the traditional honeycomb panel (Type 1), the wall middle column honeycomb panel (Type 2), and the wall end column honeycomb panel (Type 3). The results of the experiment showed that the maximum bearing capacity of the Type 3 panel increased from 28 to 34.7 kN, and the compressive performance of the Type 3 panel was better than the Type 1 panel. Finally, the numerical model was established and compared with the results of the experiment. The average error between the simu-lated and empirical results was only 3.366 %, which showed that the numerical model was valid. Three types of numerical models for the honeycomb panels were constructed based on the performances of aluminum alloy, and then, numerical analyses were performed to determine the lateral compression and eccentric compression. The results showed that the lateral compression of the wall end column honeycomb panel outperformed that of the traditional honeycomb plate. The thickness of the upper and lower panels of the beetle plate had the greatest influence on the lateral pressure-bearing capacity of the system. The panel thickness increased from 1 to 2.5 mm, the yield-bearing capacity increased by 2.44 times, and the maximum bearing capacity increased by 2.36 times. The results showed that the eccentric lateral compression performance of the wall end column honeycomb board improved significantly and was greater than that of a traditional honeycomb board. When the eccentric distance was 7 mm, the ultimate bearing capacity increased by 23 %. In this study, the mechanical characteristics of the honeycomb panel under lateral and eccentric compression were determined, which provided a theoretical basis for the application of this kind of aluminum alloy honeycomb panel in the field of engineering.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.6
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据