Details
| Original language | English |
|---|---|
| Title of host publication | Current Trends and Open Problems in Computational Mechanics |
| Publisher | Springer International Publishing AG |
| Pages | 195-206 |
| Number of pages | 12 |
| ISBN (electronic) | 9783030873127 |
| ISBN (print) | 9783030873110 |
| Publication status | Published - 13 Mar 2022 |
Abstract
In this contribution, the phase-field (PF) approach to brittle fracture is extended to adaptively refined meshes at finite strains. Such mesh refinement produces regular structured elements with hanging nodes at edges. These hanging nodes can be included to the mesh by employing the Virtual Element Method (VEM). The model performance is demonstrated by two representative numerical examples.
ASJC Scopus subject areas
- Engineering(all)
- General Engineering
- Computer Science(all)
- General Computer Science
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Current Trends and Open Problems in Computational Mechanics. Springer International Publishing AG, 2022. p. 195-206.
Research output: Chapter in book/report/conference proceeding › Contribution to book/anthology › Research › peer review
}
TY - CHAP
T1 - Adaptive Virtual Element Method for Large-Strain Phase-Field Fracture
AU - Hudobivnik, Blaž
AU - Aldakheel, Fadi
AU - Wriggers, Peter
N1 - BH gratefully acknowledge financial support to this work by the German Research Foundation (DFG) with the cluster of excellence PhoenixD (EXC 2122). FA gratefully acknowledges support for this research by the “German Research Foundation” (DFG) within SPP 2020 under the project WR 19/58-2.
PY - 2022/3/13
Y1 - 2022/3/13
N2 - In this contribution, the phase-field (PF) approach to brittle fracture is extended to adaptively refined meshes at finite strains. Such mesh refinement produces regular structured elements with hanging nodes at edges. These hanging nodes can be included to the mesh by employing the Virtual Element Method (VEM). The model performance is demonstrated by two representative numerical examples.
AB - In this contribution, the phase-field (PF) approach to brittle fracture is extended to adaptively refined meshes at finite strains. Such mesh refinement produces regular structured elements with hanging nodes at edges. These hanging nodes can be included to the mesh by employing the Virtual Element Method (VEM). The model performance is demonstrated by two representative numerical examples.
UR - http://www.scopus.com/inward/record.url?scp=85153806950&partnerID=8YFLogxK
U2 - 10.1007/978-3-030-87312-7_20
DO - 10.1007/978-3-030-87312-7_20
M3 - Contribution to book/anthology
AN - SCOPUS:85153806950
SN - 9783030873110
SP - 195
EP - 206
BT - Current Trends and Open Problems in Computational Mechanics
PB - Springer International Publishing AG
ER -