Changlong Shi, Qian Zhang, Jian Feng, SeungDeog Kim, Jianguo Cai
{"title":"可重构折纸结构的拉伸自锁行为","authors":"Changlong Shi, Qian Zhang, Jian Feng, SeungDeog Kim, Jianguo Cai","doi":"10.1016/j.engstruct.2025.120362","DOIUrl":null,"url":null,"abstract":"<div><div>Reconfigurable origami structures can adjust their mechanical performance by altering their geometric configuration. In this study, a origami structure composed of non-Euclidean vertex was designed and fabricated using planar cutting and assembly, with geometric analysis confirming its excellent reconfigurability. Tensile tests were then performed to evaluate the tensile self-locking behavior under different Z-direction and Y-direction unit layers and configurations. The test results revealed that the mechanical performance of the structure was closely related to the number of Z-direction and Y-direction unit layers, the reconfiguration state, the tensile layer, and the compression degree of the model. Increasing the Z-direction and Y-direction unit layers enhanced the tensile mechanical response, while configuration adjustments facilitated a transition from a non-self-locking to a self-locking state. These changes in unit layers and configuration resulted in up to 90 times variation in tensile performance. The structure displayed distinct mechanical properties in the Z-direction and Y-direction tensile layers. The Z-direction layers showed symmetric behavior due to geometric symmetry, while the Y-direction layers exhibited variations in performance due to asymmetry along the XOZ plane. Furthermore, the degree of compression significantly impacted self-locking performance, with smaller Z-direction heights enhancing the self-locking effect for the same configuration during tensile testing. The superior reconfigurability of the structure, along with the mechanical performance changes resulting from geometric adjustments, can potentially be applied in the future to robotic arms, soft robots, adaptive building skins, and as deformable materials for impact resistance.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"335 ","pages":"Article 120362"},"PeriodicalIF":6.4000,"publicationDate":"2025-04-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Tensile self-locking behavior of reconfigurable origami structure\",\"authors\":\"Changlong Shi, Qian Zhang, Jian Feng, SeungDeog Kim, Jianguo Cai\",\"doi\":\"10.1016/j.engstruct.2025.120362\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Reconfigurable origami structures can adjust their mechanical performance by altering their geometric configuration. In this study, a origami structure composed of non-Euclidean vertex was designed and fabricated using planar cutting and assembly, with geometric analysis confirming its excellent reconfigurability. Tensile tests were then performed to evaluate the tensile self-locking behavior under different Z-direction and Y-direction unit layers and configurations. The test results revealed that the mechanical performance of the structure was closely related to the number of Z-direction and Y-direction unit layers, the reconfiguration state, the tensile layer, and the compression degree of the model. Increasing the Z-direction and Y-direction unit layers enhanced the tensile mechanical response, while configuration adjustments facilitated a transition from a non-self-locking to a self-locking state. These changes in unit layers and configuration resulted in up to 90 times variation in tensile performance. The structure displayed distinct mechanical properties in the Z-direction and Y-direction tensile layers. The Z-direction layers showed symmetric behavior due to geometric symmetry, while the Y-direction layers exhibited variations in performance due to asymmetry along the XOZ plane. Furthermore, the degree of compression significantly impacted self-locking performance, with smaller Z-direction heights enhancing the self-locking effect for the same configuration during tensile testing. The superior reconfigurability of the structure, along with the mechanical performance changes resulting from geometric adjustments, can potentially be applied in the future to robotic arms, soft robots, adaptive building skins, and as deformable materials for impact resistance.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"335 \",\"pages\":\"Article 120362\"},\"PeriodicalIF\":6.4000,\"publicationDate\":\"2025-04-18\",\"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/S0141029625007539\",\"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/S0141029625007539","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}
Tensile self-locking behavior of reconfigurable origami structure
Reconfigurable origami structures can adjust their mechanical performance by altering their geometric configuration. In this study, a origami structure composed of non-Euclidean vertex was designed and fabricated using planar cutting and assembly, with geometric analysis confirming its excellent reconfigurability. Tensile tests were then performed to evaluate the tensile self-locking behavior under different Z-direction and Y-direction unit layers and configurations. The test results revealed that the mechanical performance of the structure was closely related to the number of Z-direction and Y-direction unit layers, the reconfiguration state, the tensile layer, and the compression degree of the model. Increasing the Z-direction and Y-direction unit layers enhanced the tensile mechanical response, while configuration adjustments facilitated a transition from a non-self-locking to a self-locking state. These changes in unit layers and configuration resulted in up to 90 times variation in tensile performance. The structure displayed distinct mechanical properties in the Z-direction and Y-direction tensile layers. The Z-direction layers showed symmetric behavior due to geometric symmetry, while the Y-direction layers exhibited variations in performance due to asymmetry along the XOZ plane. Furthermore, the degree of compression significantly impacted self-locking performance, with smaller Z-direction heights enhancing the self-locking effect for the same configuration during tensile testing. The superior reconfigurability of the structure, along with the mechanical performance changes resulting from geometric adjustments, can potentially be applied in the future to robotic arms, soft robots, adaptive building skins, and as deformable materials for impact resistance.
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.