Zhejian Li , Lingfeng Wang , Ruofei Yan , Yuanpeng He , Hong Hao , Yuanzheng Lin , Wensu Chen
{"title":"弧形双箭板和叠层三浦织板的冲击性能","authors":"Zhejian Li , Lingfeng Wang , Ruofei Yan , Yuanpeng He , Hong Hao , Yuanzheng Lin , Wensu Chen","doi":"10.1016/j.engstruct.2024.119319","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"323 ","pages":"Article 119319"},"PeriodicalIF":5.6000,"publicationDate":"2024-11-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Impact performance of curved double arrow and stacked Miura-ori panels\",\"authors\":\"Zhejian Li , Lingfeng Wang , Ruofei Yan , Yuanpeng He , Hong Hao , Yuanzheng Lin , Wensu Chen\",\"doi\":\"10.1016/j.engstruct.2024.119319\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"323 \",\"pages\":\"Article 119319\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2024-11-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0141029624018819\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029624018819","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Impact performance of curved double arrow and stacked Miura-ori panels
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.
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.