{"title":"磁环的后屈曲","authors":"Tuan M. Hoang","doi":"10.1016/j.ijsolstr.2025.113631","DOIUrl":null,"url":null,"abstract":"<div><div>We perform for the first time postbuckling of circular magnetic rings consisting of permanently magnetized particles of the same magnetization. Employing variational approach, we first determine the buckling condition in closed form. We then apply this condition to characterize the buckling for two scenarios in which the ring is (i) compressed by dipolar loading due to a central point dipole and (ii) compressed by centrally mechanical loading. Using the concept of effective bending stiffness of a magnetic ring, we next introduce an equivalent loading parameter characterized for both loadings. We find that the critical value of equivalent loading parameter at which the circular magnetic ring buckles for the first scenario is much lower than that for the second scenario. And, in the continuum limit when the number of permanently magnetized particles is very large, the critical value for the former is four times lower than that for the latter. Moreover, the loading scenario decides buckling modes via which the magnetic ring first buckles. For the first scenario, the circular magnetic ring deforms into planar but noncircular shapes via in-plane buckling modes, regardless of ring sizes. For the second scenario, the circular magnetic ring deforms into planar but noncircular or nonplanar shapes via in-plane or out-of-plane buckling modes for, respectively, small ring sizes or sufficiently large ring sizes. Finally, a weakly nonlinear analysis shows that for a magnetic ring subject to dipolar loading, the post-buckled shape is not stable for all ring size and this result is consistent with previous experiments. For a magnetic ring subject to mechanical loading, however, the post-buckled shape is stable for a sufficiently large ring size.</div></div>","PeriodicalId":14311,"journal":{"name":"International Journal of Solids and Structures","volume":"324 ","pages":"Article 113631"},"PeriodicalIF":3.8000,"publicationDate":"2025-09-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Postbuckling of magnetic rings\",\"authors\":\"Tuan M. Hoang\",\"doi\":\"10.1016/j.ijsolstr.2025.113631\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>We perform for the first time postbuckling of circular magnetic rings consisting of permanently magnetized particles of the same magnetization. Employing variational approach, we first determine the buckling condition in closed form. We then apply this condition to characterize the buckling for two scenarios in which the ring is (i) compressed by dipolar loading due to a central point dipole and (ii) compressed by centrally mechanical loading. Using the concept of effective bending stiffness of a magnetic ring, we next introduce an equivalent loading parameter characterized for both loadings. We find that the critical value of equivalent loading parameter at which the circular magnetic ring buckles for the first scenario is much lower than that for the second scenario. And, in the continuum limit when the number of permanently magnetized particles is very large, the critical value for the former is four times lower than that for the latter. Moreover, the loading scenario decides buckling modes via which the magnetic ring first buckles. For the first scenario, the circular magnetic ring deforms into planar but noncircular shapes via in-plane buckling modes, regardless of ring sizes. For the second scenario, the circular magnetic ring deforms into planar but noncircular or nonplanar shapes via in-plane or out-of-plane buckling modes for, respectively, small ring sizes or sufficiently large ring sizes. Finally, a weakly nonlinear analysis shows that for a magnetic ring subject to dipolar loading, the post-buckled shape is not stable for all ring size and this result is consistent with previous experiments. For a magnetic ring subject to mechanical loading, however, the post-buckled shape is stable for a sufficiently large ring size.</div></div>\",\"PeriodicalId\":14311,\"journal\":{\"name\":\"International Journal of Solids and Structures\",\"volume\":\"324 \",\"pages\":\"Article 113631\"},\"PeriodicalIF\":3.8000,\"publicationDate\":\"2025-09-18\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Solids and Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0020768325004172\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"MECHANICS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Solids and Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0020768325004172","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MECHANICS","Score":null,"Total":0}
We perform for the first time postbuckling of circular magnetic rings consisting of permanently magnetized particles of the same magnetization. Employing variational approach, we first determine the buckling condition in closed form. We then apply this condition to characterize the buckling for two scenarios in which the ring is (i) compressed by dipolar loading due to a central point dipole and (ii) compressed by centrally mechanical loading. Using the concept of effective bending stiffness of a magnetic ring, we next introduce an equivalent loading parameter characterized for both loadings. We find that the critical value of equivalent loading parameter at which the circular magnetic ring buckles for the first scenario is much lower than that for the second scenario. And, in the continuum limit when the number of permanently magnetized particles is very large, the critical value for the former is four times lower than that for the latter. Moreover, the loading scenario decides buckling modes via which the magnetic ring first buckles. For the first scenario, the circular magnetic ring deforms into planar but noncircular shapes via in-plane buckling modes, regardless of ring sizes. For the second scenario, the circular magnetic ring deforms into planar but noncircular or nonplanar shapes via in-plane or out-of-plane buckling modes for, respectively, small ring sizes or sufficiently large ring sizes. Finally, a weakly nonlinear analysis shows that for a magnetic ring subject to dipolar loading, the post-buckled shape is not stable for all ring size and this result is consistent with previous experiments. For a magnetic ring subject to mechanical loading, however, the post-buckled shape is stable for a sufficiently large ring size.
期刊介绍:
The International Journal of Solids and Structures has as its objective the publication and dissemination of original research in Mechanics of Solids and Structures as a field of Applied Science and Engineering. It fosters thus the exchange of ideas among workers in different parts of the world and also among workers who emphasize different aspects of the foundations and applications of the field.
Standing as it does at the cross-roads of Materials Science, Life Sciences, Mathematics, Physics and Engineering Design, the Mechanics of Solids and Structures is experiencing considerable growth as a result of recent technological advances. The Journal, by providing an international medium of communication, is encouraging this growth and is encompassing all aspects of the field from the more classical problems of structural analysis to mechanics of solids continually interacting with other media and including fracture, flow, wave propagation, heat transfer, thermal effects in solids, optimum design methods, model analysis, structural topology and numerical techniques. Interest extends to both inorganic and organic solids and structures.