Amicromorphic phase-field model for brittle and quasi-brittle fracture

被引:3
作者
Bharali, Ritukesh [1 ]
Larsson, Fredrik [1 ]
Jaenicke, Ralf [2 ]
机构
[1] Chalmers Univ Technol, Dept Ind & Mat Sci, Gothenburg, Sweden
[2] Tech Univ Carolo Wilhelmina Braunschweig, Inst Appl Mech, Braunschweig, Germany
基金
瑞典研究理事会;
关键词
Phase-field fracture; Brittle; Quasi-brittle; Micromorphic; Monolithic; Fracture irreversibility; FINITE-ELEMENT-METHOD; COHESIVE ZONE MODEL; MICROMORPHIC APPROACH; CRYSTAL PLASTICITY; FORMULATION; PROPAGATION; PRINCIPLES;
D O I
10.1007/s00466-023-02380-1
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
In this manuscript, a robust and variationally consistent technique is proposed for local treatment of the phase-field fracture irreversibility. This technique involves an extension of the phase-field fracture energy functional through a micromorphic approach. Consequently, the phase-field is transformed into a local variable, while a micromorphic variable regularizes the problem. The local nature of the phase-field variable enables an easier implementation of its irreversibility using a pointwise 'max' with system level precision. Unlike the popular history variable approach, which also enforces local fracture irreversibility, the micromorphic approach yields a variationally consistent framework. The efficacy of the micromorphic approach in phase-field fracture modelling is demonstrated in this work with numerical experiments on benchmark brittle and quasi-brittle fracture problems in linear elastic media. Furthermore, the extensibility of the micromorphic phase-field fracture model toward smultiphysics problems is demonstrated. To that end, a theoretical extension is carried out for modelling hydraulic fracture, and relevant numerical experiments exhibiting crack merging are presented. The source code as well as the data set accompanying this work would be made available on GitHub (https://github.com/ritukeshbharali/ falcon).
引用
收藏
页码:579 / 598
页数:20
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