Phase-field modeling of brittle anisotropic fracture in polycrystalline materials under combined thermo-mechanical loadings

IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers & Structures Pub Date : 2025-02-01 Epub Date: 2025-01-24 DOI:10.1016/j.compstruc.2025.107651
Raj Kiran , Krishana Choudhary , Nhon Nguyen-Thanh
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Abstract

Phase-field modeling, owing to the regularized representation of discrete crack topologies, provides an efficient and robust framework for simulating complex fracture mechanisms in brittle materials. This study proposes an adaptive isogeometric-based approach to comprehend the fracture behaviour of polycrystalline materials under different thermo-mechanical loadings. The model considers anisotropy in the fracture resistance to examine intergranular and transgranular fracture mechanisms in polycrystalline materials. The individual grains in the morphology are modelled as anisotropic linear elastic domains possessing random preferential cleavage orientations. The present adaptive isogeometric framework uses polynomial splines over hierarchical T-meshes which offers an efficient adaptive mesh refinement scheme employing the phase-field parameter as an error indicator. Additionally, a hybrid-staggered scheme is implemented where the displacement field is computed using an isotropic model (no tension–compression splitting), while the phase-field parameter is evaluated based on an anisotropic model (with tension–compression splitting). The effect of thermo-mechanical coupling is examined on the fracture loads, and it is observed that the effects of temperature on the fracture loads are insignificant, however, it may accelerate or delay the fracture process. A series of numerical examples dealing with the fracture behaviour of single crystal, bicrystals, and polycrystalline domains are presented to showcase the robustness and capability of the present adaptive isogeometric framework.
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热-力复合载荷下多晶材料脆性各向异性断裂的相场模拟
相场模型由于对离散裂纹拓扑的正则化表示,为模拟脆性材料的复杂断裂机制提供了一个高效、稳健的框架。本研究提出了一种基于自适应等几何的方法来理解多晶材料在不同热机械载荷下的断裂行为。该模型考虑了断裂抗力的各向异性,以检验多晶材料的沿晶和穿晶断裂机制。形貌上的单个晶粒被建模为具有随机优先解理方向的各向异性线弹性畴。本文提出的自适应等距框架在分层t网格上使用多项式样条,以相场参数作为误差指标,提供了一种有效的自适应网格细化方案。此外,实现了混合交错方案,其中使用各向同性模型计算位移场(不存在张力-压缩分裂),而基于各向异性模型(具有张力-压缩分裂)评估相场参数。研究了热-力耦合对断裂载荷的影响,发现温度对断裂载荷的影响不显著,但可能加速或延缓断裂过程。给出了一系列处理单晶、双晶和多晶区域断裂行为的数值例子,以展示该自适应等几何框架的鲁棒性和能力。
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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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