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具有定制工字梁支柱的金字塔晶格夹芯的剪切响应。

Shear response of pyramidal lattice sandwich cores with tailored I-beam struts.

作者信息

Uddin Mohammed Ayaz, Barsoum Imad, Kumar Shanmugam, Schiffer Andreas

机构信息

Department of Mechanical and Nuclear Engineering, Khalifa University of Science and Technology, Abu Dhabi, UAE.

Department of Engineering Mechanics, Royal Institute of Technology (KTH), Stockholm, Sweden.

出版信息

Sci Rep. 2025 Aug 26;15(1):31508. doi: 10.1038/s41598-025-17077-z.

Abstract

This research paper investigates the shear response of pyramidal lattice (PL) sandwich cores, where square-shaped strut cross-sections are geometrically modified into I-beam-like configurations. These PL sandwich cores are 3D printed via Digital Light Processing (DLP), and their shear performance is experimentally and numerically evaluated for various I-beam-like strut cross-sections. The measurements reveal that PL structures with I-beam struts outperform conventional square-beam structures in terms of shear modulus (+ 13%), shear strength (+ 11%) and gravimetric energy (+ 24%). These improvements are attributed to the larger bending stiffness of the I-beam struts, enhancing their capacity to resist shear loads. A numerical parametric study further examines how various architectural parameters of the tailored PL structure affect the shear performance, showing significant enhancements in shear modulus (6-23%), shear strength (3-16%), and gravimetric energy (8-25%) compared to square-strut PL structures of equal weight. Additionally, a simple analytical model is developed to estimate the strength enhancements, demonstrating a reasonable agreement with the numerical predictions and measurements. Notably, a reduction of the internal strut angle to 30° is found to enhance the shear strength of the PL structure in both shearing directions, making this arrangement an excellent choice for sandwich designs where core shear failure is a limiting factor.

摘要

本研究论文探讨了金字塔晶格(PL)夹层结构芯材的剪切响应,其中方形支柱横截面在几何形状上被修改为类似工字梁的结构。这些PL夹层结构芯材通过数字光处理(DLP)进行3D打印,并针对各种类似工字梁的支柱横截面,对其剪切性能进行了实验和数值评估。测量结果表明,具有工字梁支柱的PL结构在剪切模量(提高13%)、剪切强度(提高11%)和重量能量(提高24%)方面优于传统的方梁结构。这些改进归因于工字梁支柱更大的弯曲刚度,增强了它们抵抗剪切载荷的能力。一项数值参数研究进一步考察了定制PL结构的各种结构参数如何影响剪切性能,结果表明,与同等重量的方支柱PL结构相比,剪切模量(提高6 - 23%)、剪切强度(提高3 - 16%)和重量能量(提高8 - 25%)有显著提高。此外,还开发了一个简单的分析模型来估计强度增强情况,该模型与数值预测和测量结果显示出合理的一致性。值得注意的是,发现将内部支柱角度减小到30°可提高PL结构在两个剪切方向上的剪切强度,这使得这种结构布置成为芯材剪切失效是限制因素的夹层设计的绝佳选择。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/29e3/12381169/8f8fe5a80513/41598_2025_17077_Fig1_HTML.jpg

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