Characterizing failure morphologies in fiber-reinforced composites via k-means clustering based multiscale framework

IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Harpreet Singh
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引用次数: 0

Abstract

A novel homogenization methodology is proposed for analyzing the failure of fiber-reinforced composite materials, utilizing elastic and eigen influence tensors within a damage informed transformation field analysis (D-TFA) framework. This approach includes a technique for calculating macroscopic damage under uniform stress and strain conditions, offering more realistic simulations. Computational efficiency is enhanced through a reduced-order modeling strategy, while elastic and eigen strain distribution driven k-means clustering methods are employed to partition the microscale domain. The model’s performance is assessed by simulating the response of a representative volume element (RVE) treated as a homogenized continuum. Subsequently, a comparative assessment is carried out to check the efficacy of two clustering schemes. Damage morphologies are calculated using proposed framework and compared with predictions obtained using finite element method. Furthermore, open-hole specimen tests are simulated and failure paths are predicted for the domains with different fiber layups. Ultimately, we show that D-TFA can accurately capture damage patterns and directional strengths, providing improved predictions of the mechanical behavior of composite materials. It has been demonstrated that higher cluster counts are crucial for capturing a more accurate stress–strain response, especially for complex microstructures.
基于k-均值聚类的多尺度框架表征纤维增强复合材料的失效形态
提出了一种新的均匀化方法,用于分析纤维增强复合材料的失效,在损伤通知转换场分析(D-TFA)框架内利用弹性和本特征影响张量。该方法包括在均匀应力和应变条件下计算宏观损伤的技术,提供更真实的模拟。通过降阶建模策略提高了计算效率,同时采用弹性和本征应变分布驱动的k-means聚类方法对微尺度域进行划分。通过模拟具有代表性的体积单元(RVE)作为均匀连续体的响应来评估模型的性能。随后,对两种聚类方案的有效性进行了比较评估。利用提出的框架计算了损伤形态,并与有限元预测结果进行了比较。此外,模拟了裸眼试样试验,并预测了不同光纤铺层域的失效路径。最后,我们证明了D-TFA可以准确地捕获损伤模式和方向强度,从而提供了对复合材料力学行为的改进预测。已经证明,更高的簇数对于捕获更准确的应力-应变响应至关重要,特别是对于复杂的微结构。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Computers & Structures
Computers & Structures 工程技术-工程:土木
CiteScore
8.80
自引率
6.40%
发文量
122
审稿时长
33 days
期刊介绍: Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics. The journal also includes articles that present a substantial review of a field in the topics of the journal.
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