Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Damage mechanics Vol. 18, No. 70 (2024)

ANSYS implementation of the phase field fracture approach

Author and affiliation details
  • Dmitry Kosov Corresponding author FRC Kazan Scientific Center of Russian Academy of Sciences, Russia ORCID iD0000-0003-1510-4884 dima45001@gmail.com
  • Andrey Tumanov FRC Kazan Scientific Center of Russian Academy of Sciences, Russia
  • Valery Shlyannikov FRC Kazan Scientific Center of Russian Academy of Sciences, Russia ORCID iD0000-0003-2468-9300
DOI
10.3221/IGF-ESIS.70.08
Pages
133-156
Published
Licence
CC BY 4.0

Abstract

In this study, we present a new implementation of the phase field fracture approach in the finite element code ANSYS and its numerical background. The framework is general, and is supported by addressing several classical 2D boundary value problems as well as the ductile fracture and 3D surface flaws behaviors of particular interest. The 3D implementation exploits the analogy between the phase field formulations and the magnetic vector potential equation. The influence of the mode mixity and biaxiality loading conditions of the cracked bodies on phase fields is evaluated as a function of the crack length scale parameter, characterising the scale at which damage effects become significant. As a result of the FE calculations of phase field distributions for propagating cracks, the effects of both the fracture mode and the biaxial stress-strain state are determined. The size of the fracture process zone or damaged region is determined across a wide range of cracked body loading conditions. Developed code: https://github.com/Andrey-Fog/ANSYS-USERELEMENT-PHFLD.

Keywords

Article history

  1. ReceivedUntil the next stage: 53 days
  2. RevisedUntil the next stage: 1 day
  3. AcceptedUntil the next stage: 2 days
  4. Published

How to cite

APA

Kosov, D., Tumanov, A., & Shlyannikov, V. (2024). ANSYS implementation of the phase field fracture approach. Fracture and Structural Integrity, 18(70), 133–156. https://doi.org/10.3221/IGF-ESIS.70.08

IEEE

D. Kosov, A. Tumanov, and V. Shlyannikov, “ANSYS implementation of the phase field fracture approach,” Fracture and Structural Integrity, vol. 18, no. 70, pp. 133–156, 2024, doi: 10.3221/IGF-ESIS.70.08.

MLA

Kosov, Dmitry, et al. “ANSYS implementation of the phase field fracture approach.” Fracture and Structural Integrity, vol. 18, no. 70, 2024, pp. 133–156. https://doi.org/10.3221/IGF-ESIS.70.08.

Chicago

Kosov, Dmitry, Andrey Tumanov, and Valery Shlyannikov. 2024. “ANSYS implementation of the phase field fracture approach.” Fracture and Structural Integrity 18 (70): 133–156. https://doi.org/10.3221/IGF-ESIS.70.08.

Harvard

Kosov, D., Tumanov, A. and Shlyannikov, V. (2024) ‘ANSYS implementation of the phase field fracture approach’, Fracture and Structural Integrity, 18(70), pp. 133–156. doi: 10.3221/IGF-ESIS.70.08.

Vancouver

Kosov D, Tumanov A, Shlyannikov V. ANSYS implementation of the phase field fracture approach. Fracture and Structural Integrity. 2024;18(70):133-156. doi:10.3221/IGF-ESIS.70.08

BibTeX

@article{kosov2024, author = {Kosov, Dmitry and Tumanov, Andrey and Shlyannikov, Valery}, title = {ANSYS implementation of the phase field fracture approach}, journal = {Fracture and Structural Integrity}, year = {2024}, volume = {18}, number = {70}, pages = {133--156}, doi = {10.3221/IGF-ESIS.70.08}, url = {https://doi.org/10.3221/IGF-ESIS.70.08}, issn = {1971-8993} }

RIS

TY - JOUR AU - Kosov, Dmitry AU - Tumanov, Andrey AU - Shlyannikov, Valery TI - ANSYS implementation of the phase field fracture approach JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2024 DA - 2024/08/15 VL - 18 IS - 70 SP - 133 EP - 156 DO - 10.3221/IGF-ESIS.70.08 UR - https://doi.org/10.3221/IGF-ESIS.70.08 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2024 Dmitry Kosov, Andrey Tumanov, Valery Shlyannikov.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles

Most read articles by the same author(s)