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Modeling fracture in brittle materials by higher-order phase field method using C1 non-Sibsonian interpolants

Aurojyoti Prusty (Department of Civil Engineering, Indian Institute of Technology Hyderabad, Hyderabad, India)
Amirtham Rajagopal (Department of Civil Engineering, Indian Institute of Technology Hyderabad, Hyderabad, India)

Engineering Computations

ISSN: 0264-4401

Article publication date: 2 August 2023

Issue publication date: 15 August 2023

104

Abstract

Purpose

This study implements the fourth-order phase field method (PFM) for modeling fracture in brittle materials. The weak form of the fourth-order PFM requires C1 basis functions for the crack evolution scalar field in a finite element framework. To address this, non-Sibsonian type shape functions that are nonpolynomial types based on distance measures, are used in the context of natural neighbor shape functions. The capability and efficiency of this method are studied for modeling cracks.

Design/methodology/approach

The weak form of the fourth-order PFM is derived from two governing equations for finite element modeling. C0 non-Sibsonian shape functions are derived using distance measures on a generalized quad element. Then these shape functions are degree elevated with Bernstein-Bezier (BB) patch to get higher-order continuity (C1) in the shape function. The quad element is divided into several background triangular elements to apply the Gauss-quadrature rule for numerical integration. Both fourth-order and second-order PFMs are implemented in a finite element framework. The efficiency of the interpolation function is studied in terms of convergence and accuracy for capturing crack topology in the fourth-order PFM.

Findings

It is observed that fourth-order PFM has higher accuracy and convergence than second-order PFM using non-Sibsonian type interpolants. The former predicts higher failure loads and failure displacements compared to the second-order model due to the addition of higher-order terms in the energy equation. The fracture pattern is realistic when only the tensile part of the strain energy is taken for fracture evolution. The fracture pattern is also observed in the compressive region when both tensile and compressive energy for crack evolution are taken into account, which is unrealistic. Length scale has a certain specific effect on the failure load of the specimen.

Originality/value

Fourth-order PFM is implemented using C1 non-Sibsonian type of shape functions. The derivation and implementation are carried out for both the second-order and fourth-order PFM. The length scale effect on both models is shown. The better accuracy and convergence rate of the fourth-order PFM over second-order PFM are studied using the current approach. The critical difference between the isotropic phase field and the hybrid phase field approach is also presented to showcase the importance of strain energy decomposition in PFM.

Keywords

Acknowledgements

The first author expresses his gratitude to the Ministry of Human Resource Development (MHRD), India for the financial support and Indian Institute of Technology, Hyderabad (IITH) for all necessary facilities and resources for carrying out this research work.

Citation

Prusty, A. and Rajagopal, A. (2023), "Modeling fracture in brittle materials by higher-order phase field method using C1 non-Sibsonian interpolants", Engineering Computations, Vol. 40 No. 6, pp. 1508-1541. https://doi.org/10.1108/EC-12-2022-0735

Publisher

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Emerald Publishing Limited

Copyright © 2023, Emerald Publishing Limited

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