Impact performance of curved double arrow and stacked Miura-ori panels

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL
Zhejian Li , Lingfeng Wang , Ruofei Yan , Yuanpeng He , Hong Hao , Yuanzheng Lin , Wensu Chen
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引用次数: 0

Abstract

The design methods for creating curved stacked structures of double arrow and Miura-ori are proposed and the impact performances of the two novel curved sandwich panels with double arrow and stacked Miura origami core are examined respectively for the first time. A specimen of curved double arrow panel is prepared and subjected to impact testing using a drop weight impact system and the test results are then used for validating the numerical models. Numerical simulations are conducted to examine the impact performance of the proposed curved double arrow and stacked Miura-ori sandwich panels for the first time. Additionally, existing curved honeycomb panels with the same core densities are analyzed for comparison. Various impacting scenarios, including different impact speeds, impactor shapes, and impactor dimensions are considered. Key performance indicators such as indentation depth, back plate deflection, energy absorption, deformation mode and impact force-displacement curves are utilized to assess the impact resistance of the three curved sandwich panels. The curved panel with stacked Miura-ori core exhibits superior performance across most impact scenarios, attributed to its relatively high crushing resistance and the constraining effects from adjacent unit cells. The double arrow curved panel demonstrates good performance against spherical projectiles at high impact velocities due to its long unit cell in the longitudinal direction, leading to a delayed rupture of the skin plates. Both curved double arrow and stacked Miura-ori panels show lower sensitivity to the variations in impact scenarios than curved honeycomb panel, indicating a promising impact-resistant application potential for structures with curved surfaces such as train and airplane.
弧形双箭板和叠层三浦织板的冲击性能
提出了双箭头和三浦折纸曲面叠层结构的设计方法,并首次分别研究了双箭头和三浦折纸叠层两种新型曲面夹芯板的冲击性能。制备了曲面双箭头板试样,并使用落重冲击系统进行了冲击测试,测试结果用于验证数值模型。通过数值模拟,首次检验了拟议的弧形双箭板和叠层 Miura-ori 夹层板的冲击性能。此外,还对具有相同芯材密度的现有弧形蜂窝板进行了分析比较。考虑了各种撞击情况,包括不同的撞击速度、撞击器形状和撞击器尺寸。利用压痕深度、背板挠度、能量吸收、变形模式和冲击力-位移曲线等关键性能指标来评估三种曲面夹层板的抗冲击性能。堆叠三浦ori芯材的弧形面板在大多数冲击情况下都表现出优异的性能,这归功于其相对较高的抗压性以及相邻单元格的约束效应。双箭头弧形面板由于其纵向单元较长,导致表皮板延迟破裂,因此在高冲击速度下具有良好的抗球形弹丸性能。与弯曲蜂窝板相比,弯曲双箭板和堆叠三浦ori 板对撞击情景变化的敏感性较低,这表明在火车和飞机等具有弯曲表面的结构中,抗冲击应用潜力巨大。
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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