Qian Zhang, Gengdong Cheng, Xiuchen Gong, Yinghao Nie
{"title":"Fast effective strength prediction of heterogeneous materials by FCA-based basis reduction method and periodic Green’s function","authors":"Qian Zhang, Gengdong Cheng, Xiuchen Gong, Yinghao Nie","doi":"10.1016/j.compstruct.2025.119599","DOIUrl":null,"url":null,"abstract":"<div><div>The effective strength prediction of heterogeneous materials under varying loading conditions is crucial but highly challenging, especially considering the stress redistribution during repeated loading and unloading. The data-driven FEM-Cluster based Analysis basis reduction method for Shakedown Analysis (FCA-SA) has been proven to be an efficient approach. Based on the clustering idea, this method divides elements of the Representative Volume Element (RVE) with similar mechanical response into clusters to construct the reduced-order model (ROM) of RVE, and applies cluster eigenstrains on ROM to obtain cluster-based self-equilibrium element stress (SEES) bases for shakedown analysis. However, construction of the cluster-based SEES bases needs multiple time-consuming FEM analysis if the number of clusters is large. To address this issue, this paper proposes a novel method that utilizes the FCA-based Green’s function, which relates the stress at a point on homogeneous materials and the eigenstrain at periodically distributed points for fast constructing cluster-based SEES bases for RVE of heterogeneous materials. To justify the method, we first show that for the given discretized FE model of RVE, the SEES bases obtained under one material distribution remain valid after the material distribution changes. Further, the cluster-based SEES space of homogeneous materials is demonstrated to be an effective approximation to the cluster-based SEES space of heterogeneous materials. Thus, the analytical expression of FCA-based Green’s function is employed to efficiently construct cluster-based SEES bases of heterogeneous material. Combined with FCA-SA, this method enables the effective strength surface of 2D and 3D heterogeneous materials to be accurately predicted under different proportional loading conditions. Compared to our unmodified method, the computational efficiency of the SEES bases has been improved by an average of two orders of magnitude. Numerical examples demonstrate the effectiveness and efficiency of the proposed method.</div></div>","PeriodicalId":281,"journal":{"name":"Composite Structures","volume":"373 ","pages":"Article 119599"},"PeriodicalIF":7.1000,"publicationDate":"2025-08-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Composite Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0263822325007640","RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MATERIALS SCIENCE, COMPOSITES","Score":null,"Total":0}
引用次数: 0
Abstract
The effective strength prediction of heterogeneous materials under varying loading conditions is crucial but highly challenging, especially considering the stress redistribution during repeated loading and unloading. The data-driven FEM-Cluster based Analysis basis reduction method for Shakedown Analysis (FCA-SA) has been proven to be an efficient approach. Based on the clustering idea, this method divides elements of the Representative Volume Element (RVE) with similar mechanical response into clusters to construct the reduced-order model (ROM) of RVE, and applies cluster eigenstrains on ROM to obtain cluster-based self-equilibrium element stress (SEES) bases for shakedown analysis. However, construction of the cluster-based SEES bases needs multiple time-consuming FEM analysis if the number of clusters is large. To address this issue, this paper proposes a novel method that utilizes the FCA-based Green’s function, which relates the stress at a point on homogeneous materials and the eigenstrain at periodically distributed points for fast constructing cluster-based SEES bases for RVE of heterogeneous materials. To justify the method, we first show that for the given discretized FE model of RVE, the SEES bases obtained under one material distribution remain valid after the material distribution changes. Further, the cluster-based SEES space of homogeneous materials is demonstrated to be an effective approximation to the cluster-based SEES space of heterogeneous materials. Thus, the analytical expression of FCA-based Green’s function is employed to efficiently construct cluster-based SEES bases of heterogeneous material. Combined with FCA-SA, this method enables the effective strength surface of 2D and 3D heterogeneous materials to be accurately predicted under different proportional loading conditions. Compared to our unmodified method, the computational efficiency of the SEES bases has been improved by an average of two orders of magnitude. Numerical examples demonstrate the effectiveness and efficiency of the proposed method.
期刊介绍:
The past few decades have seen outstanding advances in the use of composite materials in structural applications. There can be little doubt that, within engineering circles, composites have revolutionised traditional design concepts and made possible an unparalleled range of new and exciting possibilities as viable materials for construction. Composite Structures, an International Journal, disseminates knowledge between users, manufacturers, designers and researchers involved in structures or structural components manufactured using composite materials.
The journal publishes papers which contribute to knowledge in the use of composite materials in engineering structures. Papers deal with design, research and development studies, experimental investigations, theoretical analysis and fabrication techniques relevant to the application of composites in load-bearing components for assemblies, ranging from individual components such as plates and shells to complete composite structures.