Abstract
We propose an alternative crack propagation algorithm which effectively circumvents the variable transfer procedure adopted with classical mesh adaptation algorithms. The present alternative consists of two stages: a mesh-creation stage where a local damage model is employed with the objective of defining a crack-conforming mesh and a subsequent analysis stage with a localization limiter in the form of a modified screened Poisson equation which is exempt of crack path calculations. In the second stage, the crack naturally occurs within the refined region. A staggered scheme for standard equilibrium and screened Poisson equations is used in this second stage. Element subdivision is based on edge split operations using a constitutive quantity (damage). To assess the robustness and accuracy of this algorithm, we use five quasi-brittle benchmarks, all successfully solved.
| Original language | English |
|---|---|
| Pages (from-to) | 1003-1018 |
| Number of pages | 16 |
| Journal | Computational Mechanics |
| Volume | 58 |
| Issue number | 6 |
| DOIs | |
| Publication status | Published - 2016 Dec 1 |
Bibliographical note
Publisher Copyright:© 2016, Springer-Verlag Berlin Heidelberg.
Keywords
- Crack nucleation and propagation
- Local mesh refinement
- Quasi-brittle fracture
- Smeared model
- Two-stage algorithm
ASJC Scopus subject areas
- Computational Mechanics
- Ocean Engineering
- Mechanical Engineering
- Computational Theory and Mathematics
- Computational Mathematics
- Applied Mathematics
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