Abstract
A phase field method for brittle fracture is formulated for a finite strain elasto-viscoplastic material using a novel obstacle phase field energy model. The obstacle energy model results in a crack profile with compact support, and thus gives a physically realistic description of the material behaviour at the vicinity of the crack tip. The resulting variational inequality is discretised by a finite element method, and is efficiently solved using a reduced space NEWTON method. The solution accuracy and numerical performance of this method is compared with a conventional phase field energy model for brittle fracture through representative examples, and a significant reduction in the numerical solution cost is demonstrated.
| Original language | English |
|---|---|
| Pages (from-to) | 167-185 |
| Number of pages | 19 |
| Journal | Computer Methods in Applied Mechanics and Engineering |
| Volume | 312 |
| DOIs | |
| Publication status | Published - 1 Dec 2016 |
Funding
This publication is based upon work supported by the Aachen Institute for Advanced Study in Computational Engineering Science (AICES) postdoctoral fellowship grant. Appendix
Keywords
- Finite deformation
- Fracture
- Phase field
- Viscoplasticity
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