{"title":"基于变设计域的加劲结构形状与拓扑集成优化","authors":"Daiki Yamane , Marc Naguib , Masatoshi Shimoda","doi":"10.1016/j.ijsolstr.2025.113610","DOIUrl":null,"url":null,"abstract":"<div><div>This paper presents an approach to create stiffeners for thick-walled 3D linear elastic structures by using variable design domain topology optimization. The layout and shape of stiffeners are simultaneously designed within the variable design domain which is optimized by shape optimization at each iteration. The SIMP-based topology optimization determines the generative regions of stiffeners within the variable design domain, and the shape optimization determines the optimal detailed shape while sequentially growing the stiffeners. Under the volume and equilibrium equation constraints, compliance is minimized to stiffen a structure. After formulating this design optimization problem as a distributed-parameter optimization problem, the sensitivity functions for shape and topology are derived using the Lagrange multiplier method, the material derivative method and the adjoint method. The derived sensitivity functions are applied to the vector and scalar types of H<sup>1</sup> gradient method to determine the optimal shape and topology of stiffeners. The both types of H<sup>1</sup> gradient method serve, enabling the achievement of a smooth optimal external shape while concurrently addressing potential issues related to grayscale and checkerboard patterns, as well as reducing the objective function. The effectiveness of this method is demonstrated through several design examples.</div></div>","PeriodicalId":14311,"journal":{"name":"International Journal of Solids and Structures","volume":"322 ","pages":"Article 113610"},"PeriodicalIF":3.8000,"publicationDate":"2025-08-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Integrated shape and topology optimization with variable design domain for stiffening structures\",\"authors\":\"Daiki Yamane , Marc Naguib , Masatoshi Shimoda\",\"doi\":\"10.1016/j.ijsolstr.2025.113610\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This paper presents an approach to create stiffeners for thick-walled 3D linear elastic structures by using variable design domain topology optimization. The layout and shape of stiffeners are simultaneously designed within the variable design domain which is optimized by shape optimization at each iteration. The SIMP-based topology optimization determines the generative regions of stiffeners within the variable design domain, and the shape optimization determines the optimal detailed shape while sequentially growing the stiffeners. Under the volume and equilibrium equation constraints, compliance is minimized to stiffen a structure. After formulating this design optimization problem as a distributed-parameter optimization problem, the sensitivity functions for shape and topology are derived using the Lagrange multiplier method, the material derivative method and the adjoint method. The derived sensitivity functions are applied to the vector and scalar types of H<sup>1</sup> gradient method to determine the optimal shape and topology of stiffeners. The both types of H<sup>1</sup> gradient method serve, enabling the achievement of a smooth optimal external shape while concurrently addressing potential issues related to grayscale and checkerboard patterns, as well as reducing the objective function. The effectiveness of this method is demonstrated through several design examples.</div></div>\",\"PeriodicalId\":14311,\"journal\":{\"name\":\"International Journal of Solids and Structures\",\"volume\":\"322 \",\"pages\":\"Article 113610\"},\"PeriodicalIF\":3.8000,\"publicationDate\":\"2025-08-14\",\"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/S0020768325003968\",\"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/S0020768325003968","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MECHANICS","Score":null,"Total":0}
Integrated shape and topology optimization with variable design domain for stiffening structures
This paper presents an approach to create stiffeners for thick-walled 3D linear elastic structures by using variable design domain topology optimization. The layout and shape of stiffeners are simultaneously designed within the variable design domain which is optimized by shape optimization at each iteration. The SIMP-based topology optimization determines the generative regions of stiffeners within the variable design domain, and the shape optimization determines the optimal detailed shape while sequentially growing the stiffeners. Under the volume and equilibrium equation constraints, compliance is minimized to stiffen a structure. After formulating this design optimization problem as a distributed-parameter optimization problem, the sensitivity functions for shape and topology are derived using the Lagrange multiplier method, the material derivative method and the adjoint method. The derived sensitivity functions are applied to the vector and scalar types of H1 gradient method to determine the optimal shape and topology of stiffeners. The both types of H1 gradient method serve, enabling the achievement of a smooth optimal external shape while concurrently addressing potential issues related to grayscale and checkerboard patterns, as well as reducing the objective function. The effectiveness of this method is demonstrated through several design examples.
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.