{"title":"任意形状壳的通用参数化绝对节点坐标公式","authors":"Yipeng Liu, Wei Fan, Hui Ren, Zheng Chen","doi":"10.1016/j.tws.2025.113307","DOIUrl":null,"url":null,"abstract":"<div><div>Absolute node coordinate formulation (ANCF) has been widely applied to the large deformation and nonlinear dynamic problems of plate/shell structures. Nevertheless, the complex geometries of plate/shell structures and the higher-order discontinuity of gradients have hindered the widespread engineering application of higher-order ANCF elements. In this work, a parameterized ANCF approach tailored for plate/shell structures with complex geometries and multi-connected features is developed, providing a new solution for nonlinear dynamic simulation of complex plate/shell structures in engineering applications. The boundary first flattening (BFF) is used to map complex plate/shell structures onto specified planar domains and achieve global parameterization. Within the parameterized plane, the B-spline interpolation techniques are utilized to construct higher-order gradient vectors for such structures. Finally, various higher-order ANCF elements are applied within the parameterized plane to accurately simulate the nonlinear dynamics of complex plate/shell structures. The proposed method effectively solves the problem of higher-order gradient discontinuity, enabling the application of higher-order ANCF elements to the nonlinear dynamics of plate/shell structures with complex geometries and multi-connected features, thereby expanding ANCF's application scope. On the other hand, the global parameterization of plate/shell structures and higher-order gradient construction are computed only once prior to simulation, which features low offline costs and introduces no additional computational overhead for static/dynamic simulations. Furthermore, owing to its enhanced continuity and utilization of higher-order ANCF elements, this method ensures computational accuracy with fewer mesh elements, reducing computational costs while improving efficiency. The efficacy and reliability of the proposed method are verified by modal frequency comparison, static equilibrium and dynamic response.</div></div>","PeriodicalId":49435,"journal":{"name":"Thin-Walled Structures","volume":"213 ","pages":"Article 113307"},"PeriodicalIF":5.7000,"publicationDate":"2025-04-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A universal parameterized absolute nodal coordinate formulation for arbitrarily shaped shells\",\"authors\":\"Yipeng Liu, Wei Fan, Hui Ren, Zheng Chen\",\"doi\":\"10.1016/j.tws.2025.113307\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Absolute node coordinate formulation (ANCF) has been widely applied to the large deformation and nonlinear dynamic problems of plate/shell structures. Nevertheless, the complex geometries of plate/shell structures and the higher-order discontinuity of gradients have hindered the widespread engineering application of higher-order ANCF elements. In this work, a parameterized ANCF approach tailored for plate/shell structures with complex geometries and multi-connected features is developed, providing a new solution for nonlinear dynamic simulation of complex plate/shell structures in engineering applications. The boundary first flattening (BFF) is used to map complex plate/shell structures onto specified planar domains and achieve global parameterization. Within the parameterized plane, the B-spline interpolation techniques are utilized to construct higher-order gradient vectors for such structures. Finally, various higher-order ANCF elements are applied within the parameterized plane to accurately simulate the nonlinear dynamics of complex plate/shell structures. The proposed method effectively solves the problem of higher-order gradient discontinuity, enabling the application of higher-order ANCF elements to the nonlinear dynamics of plate/shell structures with complex geometries and multi-connected features, thereby expanding ANCF's application scope. On the other hand, the global parameterization of plate/shell structures and higher-order gradient construction are computed only once prior to simulation, which features low offline costs and introduces no additional computational overhead for static/dynamic simulations. Furthermore, owing to its enhanced continuity and utilization of higher-order ANCF elements, this method ensures computational accuracy with fewer mesh elements, reducing computational costs while improving efficiency. The efficacy and reliability of the proposed method are verified by modal frequency comparison, static equilibrium and dynamic response.</div></div>\",\"PeriodicalId\":49435,\"journal\":{\"name\":\"Thin-Walled Structures\",\"volume\":\"213 \",\"pages\":\"Article 113307\"},\"PeriodicalIF\":5.7000,\"publicationDate\":\"2025-04-14\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Thin-Walled Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S026382312500401X\",\"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":"Thin-Walled Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S026382312500401X","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}
A universal parameterized absolute nodal coordinate formulation for arbitrarily shaped shells
Absolute node coordinate formulation (ANCF) has been widely applied to the large deformation and nonlinear dynamic problems of plate/shell structures. Nevertheless, the complex geometries of plate/shell structures and the higher-order discontinuity of gradients have hindered the widespread engineering application of higher-order ANCF elements. In this work, a parameterized ANCF approach tailored for plate/shell structures with complex geometries and multi-connected features is developed, providing a new solution for nonlinear dynamic simulation of complex plate/shell structures in engineering applications. The boundary first flattening (BFF) is used to map complex plate/shell structures onto specified planar domains and achieve global parameterization. Within the parameterized plane, the B-spline interpolation techniques are utilized to construct higher-order gradient vectors for such structures. Finally, various higher-order ANCF elements are applied within the parameterized plane to accurately simulate the nonlinear dynamics of complex plate/shell structures. The proposed method effectively solves the problem of higher-order gradient discontinuity, enabling the application of higher-order ANCF elements to the nonlinear dynamics of plate/shell structures with complex geometries and multi-connected features, thereby expanding ANCF's application scope. On the other hand, the global parameterization of plate/shell structures and higher-order gradient construction are computed only once prior to simulation, which features low offline costs and introduces no additional computational overhead for static/dynamic simulations. Furthermore, owing to its enhanced continuity and utilization of higher-order ANCF elements, this method ensures computational accuracy with fewer mesh elements, reducing computational costs while improving efficiency. The efficacy and reliability of the proposed method are verified by modal frequency comparison, static equilibrium and dynamic response.
期刊介绍:
Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses.
Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering.
The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.