Baozhen Wang , Xuekai Feng , Xutao Wu , Zeng Meng , Gang Dong , Jian Ding , Qiaoguo Wu
{"title":"新型圆增强正弦蜂窝的面内冲击特性增强","authors":"Baozhen Wang , Xuekai Feng , Xutao Wu , Zeng Meng , Gang Dong , Jian Ding , Qiaoguo Wu","doi":"10.1016/j.engstruct.2025.121430","DOIUrl":null,"url":null,"abstract":"<div><div>Curved-wall auxetic honeycombs show significant potential for alleviating stress concentrations and enhancing energy absorption. In this study, a novel circular-reinforced sinusoidal honeycomb (CRSH) was developed by reinforcing the nodes of a conventional sinusoidal honeycomb (SH) with circular rings. Finite element models were validated through quasi-static compression tests on 3D-printed CRSH and SH specimens. The influence of three dimensionless parameters (<span><math><mover><mi>a</mi><mo>¯</mo></mover></math></span>, <span><math><mover><mi>t</mi><mo>¯</mo></mover></math></span>, and <span><math><mover><mi>r</mi><mo>¯</mo></mover></math></span>) on the in-plane performance of CRSH was systematically assessed across a broad range of impact velocities. As velocity increases, CRSH transitions from a five-stage deformation mode to a four-stage mode, and finally to a three-stage mode. Theoretical models were developed to predict two plateau stresses under low-velocity impacts and one plateau stress under high-velocity impacts, showing good agreement with the simulated results. Compared with geometrically equivalent circular-reinforced quadrilateral honeycomb (CRQH) and SH, CRSH exhibits a strong auxetic effect, more stable plateau stresses, and higher specific energy absorption (SEA). Under low-velocity impacts, CRSH shows 70.14 % higher SEA than CRQH and 131.01 % than SH. This advantage persists at medium velocities, with SEA exceeding CRQH by 26.09 % and SH by 110.92 %, and even at high velocities, CRSH maintains a 24.43 % advantage over SH. Parametric analyses reveal that reducing <span><math><mover><mi>a</mi><mo>¯</mo></mover></math></span> while increasing <span><math><mover><mi>t</mi><mo>¯</mo></mover></math></span> and <span><math><mover><mi>r</mi><mo>¯</mo></mover></math></span> can optimize SEA, ensuring CRSH’s competitiveness under high-velocity impacts. Its tunable impact performance and multi-plateau mechanism make CRSH particularly well-suited for adaptive energy absorption applications in aerospace, automotive safety, and defense systems.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"345 ","pages":"Article 121430"},"PeriodicalIF":6.4000,"publicationDate":"2025-09-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Enhanced in-plane impact characteristics of a novel circular-reinforced sinusoidal honeycomb\",\"authors\":\"Baozhen Wang , Xuekai Feng , Xutao Wu , Zeng Meng , Gang Dong , Jian Ding , Qiaoguo Wu\",\"doi\":\"10.1016/j.engstruct.2025.121430\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Curved-wall auxetic honeycombs show significant potential for alleviating stress concentrations and enhancing energy absorption. In this study, a novel circular-reinforced sinusoidal honeycomb (CRSH) was developed by reinforcing the nodes of a conventional sinusoidal honeycomb (SH) with circular rings. Finite element models were validated through quasi-static compression tests on 3D-printed CRSH and SH specimens. The influence of three dimensionless parameters (<span><math><mover><mi>a</mi><mo>¯</mo></mover></math></span>, <span><math><mover><mi>t</mi><mo>¯</mo></mover></math></span>, and <span><math><mover><mi>r</mi><mo>¯</mo></mover></math></span>) on the in-plane performance of CRSH was systematically assessed across a broad range of impact velocities. As velocity increases, CRSH transitions from a five-stage deformation mode to a four-stage mode, and finally to a three-stage mode. Theoretical models were developed to predict two plateau stresses under low-velocity impacts and one plateau stress under high-velocity impacts, showing good agreement with the simulated results. Compared with geometrically equivalent circular-reinforced quadrilateral honeycomb (CRQH) and SH, CRSH exhibits a strong auxetic effect, more stable plateau stresses, and higher specific energy absorption (SEA). Under low-velocity impacts, CRSH shows 70.14 % higher SEA than CRQH and 131.01 % than SH. This advantage persists at medium velocities, with SEA exceeding CRQH by 26.09 % and SH by 110.92 %, and even at high velocities, CRSH maintains a 24.43 % advantage over SH. Parametric analyses reveal that reducing <span><math><mover><mi>a</mi><mo>¯</mo></mover></math></span> while increasing <span><math><mover><mi>t</mi><mo>¯</mo></mover></math></span> and <span><math><mover><mi>r</mi><mo>¯</mo></mover></math></span> can optimize SEA, ensuring CRSH’s competitiveness under high-velocity impacts. Its tunable impact performance and multi-plateau mechanism make CRSH particularly well-suited for adaptive energy absorption applications in aerospace, automotive safety, and defense systems.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"345 \",\"pages\":\"Article 121430\"},\"PeriodicalIF\":6.4000,\"publicationDate\":\"2025-09-26\",\"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/S0141029625018218\",\"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/S0141029625018218","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}
Enhanced in-plane impact characteristics of a novel circular-reinforced sinusoidal honeycomb
Curved-wall auxetic honeycombs show significant potential for alleviating stress concentrations and enhancing energy absorption. In this study, a novel circular-reinforced sinusoidal honeycomb (CRSH) was developed by reinforcing the nodes of a conventional sinusoidal honeycomb (SH) with circular rings. Finite element models were validated through quasi-static compression tests on 3D-printed CRSH and SH specimens. The influence of three dimensionless parameters (, , and ) on the in-plane performance of CRSH was systematically assessed across a broad range of impact velocities. As velocity increases, CRSH transitions from a five-stage deformation mode to a four-stage mode, and finally to a three-stage mode. Theoretical models were developed to predict two plateau stresses under low-velocity impacts and one plateau stress under high-velocity impacts, showing good agreement with the simulated results. Compared with geometrically equivalent circular-reinforced quadrilateral honeycomb (CRQH) and SH, CRSH exhibits a strong auxetic effect, more stable plateau stresses, and higher specific energy absorption (SEA). Under low-velocity impacts, CRSH shows 70.14 % higher SEA than CRQH and 131.01 % than SH. This advantage persists at medium velocities, with SEA exceeding CRQH by 26.09 % and SH by 110.92 %, and even at high velocities, CRSH maintains a 24.43 % advantage over SH. Parametric analyses reveal that reducing while increasing and can optimize SEA, ensuring CRSH’s competitiveness under high-velocity impacts. Its tunable impact performance and multi-plateau mechanism make CRSH particularly well-suited for adaptive energy absorption applications in aerospace, automotive safety, and defense systems.
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.