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Fourth-order phase field modelling of brittle fracture with strong form meshless method
ID Ali, Izaz (Author), ID Vuga, Gašper (Author), ID Mavrič, Boštjan (Author), ID Hanoglu, Umut (Author), ID Šarler, Božidar (Author)

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Abstract
This study aims to find a solution for crack propagation in 2D brittle elastic material using the local radial basis function collocation method. The staggered solution of the fourth-order phase field and mechanical model is structured with polyharmonic spline shape functions augmented with polynomials. Two benchmark tests are carried out to assess the performance of the method. First, a non-cracked square plate problem is solved under tensile loading to validate the implementation by comparing the numerical and analytical solutions. The analysis shows that the iterative process converges even with a large loading step, whereas the non-iterative process requires smaller steps for convergence to the analytical solution. In the second case, a single-edge cracked square plate subjected to tensile loading is solved, and the results show a good agreement with the reference solution. The effects of the incremental loading, length scale parameter, and mesh convergence for regular and scattered nodes are demonstrated. This study presents a pioneering attempt to solve the phase field crack propagation using a strong-form meshless method. The results underline the essential role of the represented method for an accurate and efficient solution to crack propagation. It also provides valuable insights for future research towards more sophisticated material models.

Language:English
Keywords:strong form meshless method, fourth-order phase field, crack propagation, staggered approach, polyharmonic splines
Work type:Article
Typology:1.01 - Original Scientific Article
Organization:FS - Faculty of Mechanical Engineering
Publication status:Published
Publication version:Version of Record
Year:2024
Number of pages:14 str.
Numbering:Vol. 169, Part B, [art. no.] 106025
PID:20.500.12556/RUL-164671 This link opens in a new window
UDC:539.4
ISSN on article:0955-7997
DOI:10.1016/j.enganabound.2024.106025 This link opens in a new window
COBISS.SI-ID:213966083 This link opens in a new window
Publication date in RUL:07.11.2024
Views:73
Downloads:17
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Record is a part of a journal

Title:Engineering analysis with boundary elements
Shortened title:Eng. anal. bound. elem.
Publisher:Elsevier
ISSN:0955-7997
COBISS.SI-ID:5605380 This link opens in a new window

Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.

Projects

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:P2–0162

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:L2–3173

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:L2–2609

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:Z2–2640

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:J2–4477

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