基于广义求和规则的非局部拟连续体方法(GSR-QC)用于网格结构的高效建模

IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
Zi Li, Fan Yang, Qingcheng Yang
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引用次数: 0

摘要

为了解决大规模体系结构晶格结构力学行为建模的大量计算成本,本工作引入了一种并发多尺度框架:基于广义求和规则的非局部准连续体(GSR-QC)方法。核心创新是一个广义的求和规则,使精确的粗粒化符合一般有限元形状函数。虽然一些现有的方法已经探索了高阶插值的求和规则,但这种努力仍然有限,并且通常针对特定的元素类型或应用进行定制。相比之下,该框架提供了统一和系统的方法,保证了与一般形状函数的兼容性,大大提高了非局部准连续体方法的灵活性和适用性。GSR-QC方法具有以下特点:(1)本构模型一致性,在全分辨区域和粗粒度区域均采用相同的离散点阵模型;(2)形函数一致的能量采样,严格符合一般有限元的插值顺序;(3)界面兼容性,使能量和力在不同分辨率的区域之间无缝传递,而无需额外的界面处理。GSR-QC的性能通过双线性四边形和二次三角形单元在基准问题上进行了验证,包括单轴拉伸、夹紧弯曲、三点弯曲和桁架晶格结构中的裂纹扩展,显示出良好的精度。此外,还研究了GSR-QC的误差分析和收敛特性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Generalized Summation Rule-Based Nonlocal Quasicontinuum Approach (GSR-QC) for Efficient Modeling of Architected Lattice Structures

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.

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来源期刊
CiteScore
5.70
自引率
6.90%
发文量
276
审稿时长
5.3 months
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.
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