Revisiting the problem of a crack impinging on an interface: A modeling framework for the interaction between the phase field approach for brittle fracture and the interface cohesive zone model

被引:186
|
作者
Paggi, M. [1 ]
Reinoso, J. [2 ]
机构
[1] IMT Sch Adv Studies Lucca, Piazza San Francesco 19, I-55100 Lucca, Italy
[2] Univ Seville, Grp Elast & Strength Mat, Sch Engn, Camino Descubrimientos S-N, Seville 41092, Spain
基金
欧洲研究理事会;
关键词
Crack penetration or deflection at an interface; Bi-material systems; Phase field approach to fracture; Cohesive interface; Finite element method; FINITE-ELEMENT-METHOD; EMBEDDED STRONG DISCONTINUITIES; STRESS SINGULARITIES; FAILURE CRITERIA; DAMAGE; PROPAGATION; FORMULATION; DEFLECTION; GROWTH; APPROXIMATION;
D O I
10.1016/j.cma.2017.04.004
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The problem of a crack impinging on an interface has been thoroughly investigated in the last three decades due to its important role in the mechanics and physics of solids. In the current investigation, this problem is revisited in view of the recent progresses on the phase field approach of brittle fracture. In this concern, a novel formulation combining the phase field approach for modeling brittle fracture in the bulk and a cohesive zone model for pre-existing adhesive interfaces is herein proposed to investigate the competition between crack penetration and deflection at an interface. The model, implemented within the finite element method framework using a monolithic fully implicit solution strategy, is applied to provide a further insight into the understanding of the role of model parameters on the above competition. In particular, in this study, the role of the fracture toughness ratio between the interface and the adjoining bulks and of the characteristic fracture-length scales of the dissipative models is analyzed. In the case of a brittle interface, the asymptotic predictions based on linear elastic fracture mechanics criteria for crack penetration, single deflection or double deflection are fully captured by the present method. Moreover, by increasing the size of the process zone along the interface, or by varying the internal length scale of the phase field model, new complex phenomena are emerging, such as simultaneous crack penetration and deflection and the transition from single crack penetration to deflection and penetration with subsequent branching into the bulk. The obtained computational trends are in very good agreement with previous experimental observations and the theoretical considerations on the competition and interplay between both fracture mechanics models open new research perspectives for the simulation and understanding of complex fracture patterns. (C) 2017 The Authors. Published by Elsevier B.V.
引用
收藏
页码:145 / 172
页数:28
相关论文
共 46 条
  • [31] Multi-phase-field approach to fracture demonstrating the role of solid-solid interface energy on crack propagation
    Hossein Jafarzadeh
    Oleg Shchyglo
    Ingo Steinbach
    International Journal of Fracture, 2024, 245 : 75 - 87
  • [32] Fracture of solar-grade anisotropic polycrystalline Silicon: A combined phase field-cohesive zone model approach
    Paggi, M.
    Corrado, M.
    Reinoso, J.
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2018, 330 : 123 - 148
  • [33] Multi-phase-field approach to fracture demonstrating the role of solid-solid interface energy on crack propagation
    Jafarzadeh, Hossein
    Shchyglo, Oleg
    Steinbach, Ingo
    INTERNATIONAL JOURNAL OF FRACTURE, 2024, 245 (1-2) : 75 - 87
  • [34] A mesoscale modelling approach coupling SBFEM, continuous damage phase-field model and discrete cohesive crack model for concrete fracture
    Yu, Kelai
    Yang, Zhenjun
    Li, Hui
    Ooi, Ean Tat
    Li, Shangming
    Liu, GuoHua
    ENGINEERING FRACTURE MECHANICS, 2023, 278
  • [35] A length-scale insensitive cohesive phase-field interface model: Application to concurrent bulk and interface fracture simulation in Lithium-ion battery materials
    Chen, Wan-Xin
    Peng, Xiang-Long
    Wu, Jian-Ying
    Furat, Orkun
    Schmidt, Volker
    Xu, Bai-Xiang
    JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2025, 196
  • [36] A Thermo-Flow-Mechanics-Fracture Model Coupling a Phase-Field Interface Approach and Thermo-Fluid-Structure Interaction
    Lee, Sanghyun
    von Wahl, Henry
    Wick, Thomas
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2025, 126 (01)
  • [37] Investigation of concrete cracking phenomena by using cohesive fracture-based techniques: A comparison between an embedded crack model and a refined diffuse interface model
    De Maio, Umberto
    Cendon, David
    Greco, Fabrizio
    Leonetti, Lorenzo
    Blasi, Paolo Nevone
    Planas, Jaime
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2021, 115
  • [38] Pre-fracture zone model on electrically impermeable and magnetically permeable interface crack between two dissimilar magnetoelectroelastic materials
    Ma, P.
    Feng, W. J.
    Su, R. K. L.
    ENGINEERING FRACTURE MECHANICS, 2013, 102 : 310 - 323
  • [39] A simple and efficient solution scheme of coupling method between phase field regularized cohesive zone model and linear elastic model for fracture
    Yu, Yuanfeng
    Hou, Chi
    Rabczuk, Timon
    Zhao, Meiying
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2024, 134
  • [40] A combined phase-field and cohesive zone model approach for crack propagation in layered structures made of nonlinear rubber-like materials
    Marulli, M. R.
    Valverde-Gonzalez, A.
    Quintanas-Corominas, A.
    Paggi, M.
    Reinoso, J.
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2022, 395