{"title":"梯度弹性壳的大变形","authors":"Mohammadjavad Javadi , Marcelo Epstein , Mohsen Asghari","doi":"10.1016/j.ijsolstr.2025.113507","DOIUrl":null,"url":null,"abstract":"<div><div>Based on Budiansky’s nonlinear shell theory, a consistent mechanical formulation for a fully nonlinear gradient shell theory in the large deformation regime is developed. This work extends the <em>Piola micro-macro identification procedure</em>, which is grounded in the correspondence between micro and macro kinematical quantities within the framework of the Kirchhoff–Love hypothesis. The field equations are derived in their weak forms using a kinematically exact model, expressed in terms of the shell mid-surface membrane and bending strains along with their covariant derivatives. This formulation retains higher-order terms in the Lagrangian strain tensor, enabling a comprehensive representation of the deformation behavior. An extension of the Saint-Venant constitutive equation is introduced to incorporate the influence of an internal material length scale. A suitable finite element is developed to accommodate the additional degrees of freedom introduced by the strain gradient theory. To demonstrate the capability of the proposed formulation in capturing large deformations, numerical examples involving gradient microplates are presented. The results show that the predicted deflections of micro-scale plates are significantly smaller than those predicted by classical shell theory in both small and large deformation regimes.</div></div>","PeriodicalId":14311,"journal":{"name":"International Journal of Solids and Structures","volume":"320 ","pages":"Article 113507"},"PeriodicalIF":3.4000,"publicationDate":"2025-06-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Large deformations of gradient elastic shells\",\"authors\":\"Mohammadjavad Javadi , Marcelo Epstein , Mohsen Asghari\",\"doi\":\"10.1016/j.ijsolstr.2025.113507\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Based on Budiansky’s nonlinear shell theory, a consistent mechanical formulation for a fully nonlinear gradient shell theory in the large deformation regime is developed. This work extends the <em>Piola micro-macro identification procedure</em>, which is grounded in the correspondence between micro and macro kinematical quantities within the framework of the Kirchhoff–Love hypothesis. The field equations are derived in their weak forms using a kinematically exact model, expressed in terms of the shell mid-surface membrane and bending strains along with their covariant derivatives. This formulation retains higher-order terms in the Lagrangian strain tensor, enabling a comprehensive representation of the deformation behavior. An extension of the Saint-Venant constitutive equation is introduced to incorporate the influence of an internal material length scale. A suitable finite element is developed to accommodate the additional degrees of freedom introduced by the strain gradient theory. To demonstrate the capability of the proposed formulation in capturing large deformations, numerical examples involving gradient microplates are presented. The results show that the predicted deflections of micro-scale plates are significantly smaller than those predicted by classical shell theory in both small and large deformation regimes.</div></div>\",\"PeriodicalId\":14311,\"journal\":{\"name\":\"International Journal of Solids and Structures\",\"volume\":\"320 \",\"pages\":\"Article 113507\"},\"PeriodicalIF\":3.4000,\"publicationDate\":\"2025-06-20\",\"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/S0020768325002938\",\"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/S0020768325002938","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MECHANICS","Score":null,"Total":0}
Based on Budiansky’s nonlinear shell theory, a consistent mechanical formulation for a fully nonlinear gradient shell theory in the large deformation regime is developed. This work extends the Piola micro-macro identification procedure, which is grounded in the correspondence between micro and macro kinematical quantities within the framework of the Kirchhoff–Love hypothesis. The field equations are derived in their weak forms using a kinematically exact model, expressed in terms of the shell mid-surface membrane and bending strains along with their covariant derivatives. This formulation retains higher-order terms in the Lagrangian strain tensor, enabling a comprehensive representation of the deformation behavior. An extension of the Saint-Venant constitutive equation is introduced to incorporate the influence of an internal material length scale. A suitable finite element is developed to accommodate the additional degrees of freedom introduced by the strain gradient theory. To demonstrate the capability of the proposed formulation in capturing large deformations, numerical examples involving gradient microplates are presented. The results show that the predicted deflections of micro-scale plates are significantly smaller than those predicted by classical shell theory in both small and large deformation regimes.
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.