{"title":"导致应变梯度弹性的多胞均匀化渐近展开方法","authors":"Shan-Cheng Cao , Xiao-Jian Xu , Bo Wang","doi":"10.1016/j.ijengsci.2025.104318","DOIUrl":null,"url":null,"abstract":"<div><div>Strain gradient elasticity theory, which incorporates intrinsic material length parameters into its constitutive relationships, is extensively utilized in modeling size-dependent mechanical behaviors of solids and structures in the engineering science. However, numerical challenges such as overflow phenomena are frequently encountered during solution procedures, whether through analytical solutions or numerical methods like the finite element method, boundary element method, and finite difference method. In this paper, we propose an asymptotic expansion method for addressing boundary value problems associated with strain gradient elasticity theory produced by a multi-cell homogenization. This method allows for the expansion of the displacement vector and frequency parameter in series form, thereby generating a sequence of new boundary value problems to be solved at varying powers of the intrinsic material length parameters. Analytical solutions for ordered frequency parameters are derived using newly proposed boundary conditions, integration by parts, and a unified identity introduced by the present authors. Two examples illustrating free vibration of strain gradient rods and beams are provided to demonstrate the efficiency of the asymptotic expressions developed within the theoretical framework of the asymptotic expansion method for strain gradient elasticity. It is anticipated that the asymptotic expansion method established in this work can serve as an effective computational tool within strain gradient theory, particularly in scenarios where conventional numerical methods, such as the finite element method, fail due to overflow issues.</div></div>","PeriodicalId":14053,"journal":{"name":"International Journal of Engineering Science","volume":"215 ","pages":"Article 104318"},"PeriodicalIF":5.7000,"publicationDate":"2025-05-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"An asymptotic expansion method for multi-cell homogenization leading to strain gradient elasticity\",\"authors\":\"Shan-Cheng Cao , Xiao-Jian Xu , Bo Wang\",\"doi\":\"10.1016/j.ijengsci.2025.104318\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Strain gradient elasticity theory, which incorporates intrinsic material length parameters into its constitutive relationships, is extensively utilized in modeling size-dependent mechanical behaviors of solids and structures in the engineering science. However, numerical challenges such as overflow phenomena are frequently encountered during solution procedures, whether through analytical solutions or numerical methods like the finite element method, boundary element method, and finite difference method. In this paper, we propose an asymptotic expansion method for addressing boundary value problems associated with strain gradient elasticity theory produced by a multi-cell homogenization. This method allows for the expansion of the displacement vector and frequency parameter in series form, thereby generating a sequence of new boundary value problems to be solved at varying powers of the intrinsic material length parameters. Analytical solutions for ordered frequency parameters are derived using newly proposed boundary conditions, integration by parts, and a unified identity introduced by the present authors. Two examples illustrating free vibration of strain gradient rods and beams are provided to demonstrate the efficiency of the asymptotic expressions developed within the theoretical framework of the asymptotic expansion method for strain gradient elasticity. It is anticipated that the asymptotic expansion method established in this work can serve as an effective computational tool within strain gradient theory, particularly in scenarios where conventional numerical methods, such as the finite element method, fail due to overflow issues.</div></div>\",\"PeriodicalId\":14053,\"journal\":{\"name\":\"International Journal of Engineering Science\",\"volume\":\"215 \",\"pages\":\"Article 104318\"},\"PeriodicalIF\":5.7000,\"publicationDate\":\"2025-05-31\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Engineering Science\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0020722525001053\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Engineering Science","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0020722525001053","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
An asymptotic expansion method for multi-cell homogenization leading to strain gradient elasticity
Strain gradient elasticity theory, which incorporates intrinsic material length parameters into its constitutive relationships, is extensively utilized in modeling size-dependent mechanical behaviors of solids and structures in the engineering science. However, numerical challenges such as overflow phenomena are frequently encountered during solution procedures, whether through analytical solutions or numerical methods like the finite element method, boundary element method, and finite difference method. In this paper, we propose an asymptotic expansion method for addressing boundary value problems associated with strain gradient elasticity theory produced by a multi-cell homogenization. This method allows for the expansion of the displacement vector and frequency parameter in series form, thereby generating a sequence of new boundary value problems to be solved at varying powers of the intrinsic material length parameters. Analytical solutions for ordered frequency parameters are derived using newly proposed boundary conditions, integration by parts, and a unified identity introduced by the present authors. Two examples illustrating free vibration of strain gradient rods and beams are provided to demonstrate the efficiency of the asymptotic expressions developed within the theoretical framework of the asymptotic expansion method for strain gradient elasticity. It is anticipated that the asymptotic expansion method established in this work can serve as an effective computational tool within strain gradient theory, particularly in scenarios where conventional numerical methods, such as the finite element method, fail due to overflow issues.
期刊介绍:
The International Journal of Engineering Science is not limited to a specific aspect of science and engineering but is instead devoted to a wide range of subfields in the engineering sciences. While it encourages a broad spectrum of contribution in the engineering sciences, its core interest lies in issues concerning material modeling and response. Articles of interdisciplinary nature are particularly welcome.
The primary goal of the new editors is to maintain high quality of publications. There will be a commitment to expediting the time taken for the publication of the papers. The articles that are sent for reviews will have names of the authors deleted with a view towards enhancing the objectivity and fairness of the review process.
Articles that are devoted to the purely mathematical aspects without a discussion of the physical implications of the results or the consideration of specific examples are discouraged. Articles concerning material science should not be limited merely to a description and recording of observations but should contain theoretical or quantitative discussion of the results.