{"title":"A Generalized Summation Rule-Based Nonlocal Quasicontinuum Approach (GSR-QC) for Efficient Modeling of Architected Lattice Structures","authors":"Zi Li, Fan Yang, Qingcheng Yang","doi":"10.1002/nme.70093","DOIUrl":null,"url":null,"abstract":"<div>\n \n <p>To address the substantial computational cost in modeling the mechanical behavior of large-scale architected lattice structures, this work introduces a concurrent multiscale framework: the generalized summation rule-based nonlocal quasicontinuum (GSR-QC) method. The core innovation is a generalized summation rule that enables accurate coarse-graining consistent with general finite element shape functions. While a few existing approaches have explored summation rules for higher-order interpolation, such efforts remain limited and are typically tailored to specific element types or applications. In contrast, the proposed framework provides a unified and systematic approach that ensures compatibility with general shape functions, significantly enhancing the flexibility and applicability of nonlocal quasicontinuum methods. The GSR-QC method features: (1) constitutive-model consistency, employing the same discrete lattice model in both fully resolved and coarse-grained regions; (2) shape-function-consistent energy sampling, aligned rigorously with the interpolation order of general finite elements; and (3) interfacial compatibility, enabling seamless energy and force transfer across regions of differing resolutions without additional interface treatment. The performance of GSR-QC is validated using bilinear quadrilateral and quadratic triangular elements across benchmark problems—including uniaxial tension, clamped bending, three-point bending, and crack propagation in truss-based lattice structures—demonstrating good accuracy. Additionally, the error analysis and convergence behavior of GSR-QC are investigated.</p>\n </div>","PeriodicalId":13699,"journal":{"name":"International Journal for Numerical Methods in Engineering","volume":"126 15","pages":""},"PeriodicalIF":2.9000,"publicationDate":"2025-08-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Numerical Methods in Engineering","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/nme.70093","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0
Abstract
To address the substantial computational cost in modeling the mechanical behavior of large-scale architected lattice structures, this work introduces a concurrent multiscale framework: the generalized summation rule-based nonlocal quasicontinuum (GSR-QC) method. The core innovation is a generalized summation rule that enables accurate coarse-graining consistent with general finite element shape functions. While a few existing approaches have explored summation rules for higher-order interpolation, such efforts remain limited and are typically tailored to specific element types or applications. In contrast, the proposed framework provides a unified and systematic approach that ensures compatibility with general shape functions, significantly enhancing the flexibility and applicability of nonlocal quasicontinuum methods. The GSR-QC method features: (1) constitutive-model consistency, employing the same discrete lattice model in both fully resolved and coarse-grained regions; (2) shape-function-consistent energy sampling, aligned rigorously with the interpolation order of general finite elements; and (3) interfacial compatibility, enabling seamless energy and force transfer across regions of differing resolutions without additional interface treatment. The performance of GSR-QC is validated using bilinear quadrilateral and quadratic triangular elements across benchmark problems—including uniaxial tension, clamped bending, three-point bending, and crack propagation in truss-based lattice structures—demonstrating good accuracy. Additionally, the error analysis and convergence behavior of GSR-QC are investigated.
期刊介绍:
The International Journal for Numerical Methods in Engineering publishes original papers describing significant, novel developments in numerical methods that are applicable to engineering problems.
The Journal is known for welcoming contributions in a wide range of areas in computational engineering, including computational issues in model reduction, uncertainty quantification, verification and validation, inverse analysis and stochastic methods, optimisation, element technology, solution techniques and parallel computing, damage and fracture, mechanics at micro and nano-scales, low-speed fluid dynamics, fluid-structure interaction, electromagnetics, coupled diffusion phenomena, and error estimation and mesh generation. It is emphasized that this is by no means an exhaustive list, and particularly papers on multi-scale, multi-physics or multi-disciplinary problems, and on new, emerging topics are welcome.