A novel phase-field damage model coupled with Timoshenko beam kinematics to simulate localized fracture in brittle architected lattice material

IF 2.5 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY
Himanshu, B Pal, A Ramaswamy
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Abstract

Architected lattice materials (ALM) have gained significant attention due to their superior mechanical properties compared to conventional bulk metals. However, limited studies in the literature focus on modeling the fracture behavior of ALM structural elements, particularly using beam kinematics coupled with phase-field (PF) damage models to reduce computational costs than analyzing an equivalent 2D model. The present study develops a beam-based PF model using Timoshenko beam theory to simulate localized damage evolution in brittle ALM grids. The proposed model employs a homogenized damage function to capture the overall damage state across the beam cross-section, bypassing the need to resolve damage variations within the section. Two damage approximation functions, constant and parabolic, are explored to describe damage across the cross-section. Damage evolution is attributed to a combination of tensile axial energy, shear energy, and a fraction of flexural strain energy. A series of numerical simulations, from isolated beam tests to full-scale ALM grid analyses, demonstrate the efficacy of the proposed model. Results indicate that the fraction of flexural strain energy(\(\alpha \)) influencing damage evolution varies with the beam’s depth-to-length ratio, while boundary conditions show negligible impact on \(\alpha \) for a fixed ratio. Model validation through comparisons with 2D simulations and experimental data highlights accurate predictions of load-displacement responses and crack patterns. Moreover, the proposed approach achieves significant computational efficiency, reducing the degrees of freedom for the lattice system from 3.2 million in a 2D model to just 58,000. Correspondingly, computational time decreases from 14 hours and 43 minutes to only 7 minutes and 20 seconds. These results underscore the potential of the proposed beam-based PF model as a computationally efficient and accurate tool for analyzing damage behavior in ALM.

Abstract Image

Abstract Image

结合Timoshenko梁运动学的相场损伤模型模拟脆性结构点阵材料的局部断裂
与传统的大块金属相比,结构晶格材料(ALM)由于其优越的机械性能而受到了广泛的关注。然而,文献中有限的研究集中在模拟ALM结构元件的断裂行为上,特别是使用梁运动学和相场(PF)损伤模型来减少计算成本,而不是分析等效的二维模型。本研究利用Timoshenko梁理论建立了基于梁的PF模型来模拟脆性ALM网格的局部损伤演化。该模型采用均匀化损伤函数来捕捉整个梁截面的整体损伤状态,而无需解决截面内的损伤变化问题。研究了两个损伤近似函数,常数和抛物线函数来描述横截面上的损伤。损伤演化是受拉伸轴向能、剪切能和一小部分弯曲应变能共同作用的结果。从隔离梁试验到全尺寸ALM网格分析的一系列数值模拟都证明了该模型的有效性。结果表明:影响损伤演化的弯曲应变能分数(\(\alpha \))随梁的深长比而变化,而边界条件对\(\alpha \)的影响可以忽略不计。通过与2D模拟和实验数据的比较,模型验证突出了载荷-位移响应和裂纹模式的准确预测。此外,所提出的方法实现了显著的计算效率,将晶格系统的自由度从二维模型中的320万个减少到仅58,000个。相应的,计算时间从14小时43分钟减少到只有7分20秒。这些结果强调了所提出的基于梁的PF模型作为分析ALM损伤行为的计算高效和准确的工具的潜力。
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来源期刊
International Journal of Fracture
International Journal of Fracture 物理-材料科学:综合
CiteScore
4.80
自引率
8.00%
发文量
74
审稿时长
13.5 months
期刊介绍: The International Journal of Fracture is an outlet for original analytical, numerical and experimental contributions which provide improved understanding of the mechanisms of micro and macro fracture in all materials, and their engineering implications. The Journal is pleased to receive papers from engineers and scientists working in various aspects of fracture. Contributions emphasizing empirical correlations, unanalyzed experimental results or routine numerical computations, while representing important necessary aspects of certain fatigue, strength, and fracture analyses, will normally be discouraged; occasional review papers in these as well as other areas are welcomed. Innovative and in-depth engineering applications of fracture theory are also encouraged. In addition, the Journal welcomes, for rapid publication, Brief Notes in Fracture and Micromechanics which serve the Journal''s Objective. Brief Notes include: Brief presentation of a new idea, concept or method; new experimental observations or methods of significance; short notes of quality that do not amount to full length papers; discussion of previously published work in the Journal, and Brief Notes Errata.
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