{"title":"基于Hellinger-Reissner变分公式的非线性模型约简的双场固有正交分解","authors":"Wenxiang Zhou , Kai Luo , Qiang Tian , Haiyan Hu","doi":"10.1016/j.cma.2025.118325","DOIUrl":null,"url":null,"abstract":"<div><div>The proper orthogonal decomposition (POD) enables effective reduced-order modeling of geometrically nonlinear structures through low-dimensional subspace projection. The conventional POD-based methods construct the reduced-order model solely from the reduced-order bases of global displacement field, leading to the high-order internal force vector and stiffness tensor of reduced coordinates. In this study, the method of a two-field POD is proposed with the introduction of both displacement and stress bases. First, the previous POD-based model reduction of nonlinear structures is reviewed, including the Galerkin projection-based reduction and the stiffness invariants-based reduction. Then, the two-field POD-based reduction is constructed via the Hellinger-Reissner variational formulation so that the reduced-order dynamics equations with stiffness invariants are deduced from the displacement and stress bases. The trade-off of computational cost between the reduced inertial forces and the reduced internal forces is balanced and the computational complexity of stiffness invariants is reduced from a quartic order to a cubic order. Three numerical examples are presented to verify the model reduction for geometrically nonlinear dynamics, including the free swing of a flexible pendulum, the large deformation of a continuum arm and the vibration of an aircraft wing skeleton. The proposed reduced-order model exhibits both high efficiency and high accuracy, outperforming typical reduction approaches.</div></div>","PeriodicalId":55222,"journal":{"name":"Computer Methods in Applied Mechanics and Engineering","volume":"446 ","pages":"Article 118325"},"PeriodicalIF":7.3000,"publicationDate":"2025-08-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A two-field proper orthogonal decomposition for nonlinear model reduction via a Hellinger-Reissner variational formulation\",\"authors\":\"Wenxiang Zhou , Kai Luo , Qiang Tian , Haiyan Hu\",\"doi\":\"10.1016/j.cma.2025.118325\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The proper orthogonal decomposition (POD) enables effective reduced-order modeling of geometrically nonlinear structures through low-dimensional subspace projection. The conventional POD-based methods construct the reduced-order model solely from the reduced-order bases of global displacement field, leading to the high-order internal force vector and stiffness tensor of reduced coordinates. In this study, the method of a two-field POD is proposed with the introduction of both displacement and stress bases. First, the previous POD-based model reduction of nonlinear structures is reviewed, including the Galerkin projection-based reduction and the stiffness invariants-based reduction. Then, the two-field POD-based reduction is constructed via the Hellinger-Reissner variational formulation so that the reduced-order dynamics equations with stiffness invariants are deduced from the displacement and stress bases. The trade-off of computational cost between the reduced inertial forces and the reduced internal forces is balanced and the computational complexity of stiffness invariants is reduced from a quartic order to a cubic order. Three numerical examples are presented to verify the model reduction for geometrically nonlinear dynamics, including the free swing of a flexible pendulum, the large deformation of a continuum arm and the vibration of an aircraft wing skeleton. The proposed reduced-order model exhibits both high efficiency and high accuracy, outperforming typical reduction approaches.</div></div>\",\"PeriodicalId\":55222,\"journal\":{\"name\":\"Computer Methods in Applied Mechanics and Engineering\",\"volume\":\"446 \",\"pages\":\"Article 118325\"},\"PeriodicalIF\":7.3000,\"publicationDate\":\"2025-08-28\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computer Methods in Applied Mechanics and Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0045782525005973\",\"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":"Computer Methods in Applied Mechanics and Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0045782525005973","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}
A two-field proper orthogonal decomposition for nonlinear model reduction via a Hellinger-Reissner variational formulation
The proper orthogonal decomposition (POD) enables effective reduced-order modeling of geometrically nonlinear structures through low-dimensional subspace projection. The conventional POD-based methods construct the reduced-order model solely from the reduced-order bases of global displacement field, leading to the high-order internal force vector and stiffness tensor of reduced coordinates. In this study, the method of a two-field POD is proposed with the introduction of both displacement and stress bases. First, the previous POD-based model reduction of nonlinear structures is reviewed, including the Galerkin projection-based reduction and the stiffness invariants-based reduction. Then, the two-field POD-based reduction is constructed via the Hellinger-Reissner variational formulation so that the reduced-order dynamics equations with stiffness invariants are deduced from the displacement and stress bases. The trade-off of computational cost between the reduced inertial forces and the reduced internal forces is balanced and the computational complexity of stiffness invariants is reduced from a quartic order to a cubic order. Three numerical examples are presented to verify the model reduction for geometrically nonlinear dynamics, including the free swing of a flexible pendulum, the large deformation of a continuum arm and the vibration of an aircraft wing skeleton. The proposed reduced-order model exhibits both high efficiency and high accuracy, outperforming typical reduction approaches.
期刊介绍:
Computer Methods in Applied Mechanics and Engineering stands as a cornerstone in the realm of computational science and engineering. With a history spanning over five decades, the journal has been a key platform for disseminating papers on advanced mathematical modeling and numerical solutions. Interdisciplinary in nature, these contributions encompass mechanics, mathematics, computer science, and various scientific disciplines. The journal welcomes a broad range of computational methods addressing the simulation, analysis, and design of complex physical problems, making it a vital resource for researchers in the field.