S-Core 夹层板复合材料跌落冲击响应的实验分析和有限元建模

Hasan Murat Öztemiz, Şemsettin Temiz
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引用次数: 0

摘要

夹芯板复合材料在材料技术领域有多种应用。夹芯板复合材料的顶板和底板由不锈钢-316 制成,铝 1050A-0 为芯材,DP-8405 丙烯酸粘合剂为粘合元件。我们使用低速跌落冲击试验和有限元模型对 S 型芯复合材料夹层板的冲击行为进行了研究。建立有限元模型是为了确定复合材料弯曲行为对变化的影响。复合 S 型芯材夹层结构的比弯曲模量和强度与文献中发现的芯材结构相当。因此,最小重量设计可作为生产重量和密度高效混合复合夹芯板的指导原则。随着夹芯厚度的增加,测试结果中吸收的能量增加了 15.15% 至 30%,随着夹芯阵列的变化,吸收的能量增加了 3.571% 至 41.34%。冲击承载能力随着芯材高度和阵列设计的变化而增加。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental Analysis and Finite Element Modeling of S-Core Sandwich Panel Composites Drop Impact Response
Sandwich panel composites have several applications in material technology. The sandwich panel composite material is constructed of stainless steel-316 for the top and bottom plates, aluminum 1050A-0 for the core, and DP-8405 acrylic adhesive for the binding element. The impact behavior of S-core composite sandwich panels was examined using low-velocity drop impact tests and finite element models. Finite element models have been created to characterize the influence of composite element bending behavior on variations. The specific flexural modulus and strength of composite S-core sandwich structures are equivalent to those found in the literature for core structures. As a result, the minimum weight design served as a guideline for producing weight and density-efficient hybrid composite sandwich panels. The energy absorbed in the test findings rose between 15.15% and 30% as the core thickness grew and between 3.571% and 41.34% as the core arrays changed. Impact load-bearing capability increases with varied core heights and array designs.
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