Abstract
In this paper, we study the time evolution of the shape of the front of a tunnel-crack loaded in mode I in an infinite elastic body and propagating quasistatically according to some Paris-type law. The two parts of the front are assumed to remain symmetrical and differ only slightly from straight lines at each instant, and a first-order perturbation approach is used. It is notably found that the L2 norm of the perturbation continuously increases with time, which means, in some sense, that the straight configuration of the front is inherently "unstable". The correlation distance of the perturbation also increases, which mitigates the preceding conclusion since it means, in another sense, that the crack front tends to "straighten back" in time.
| Original language | English |
|---|---|
| Pages (from-to) | 153-160 |
| Number of pages | 8 |
| Journal | Materials Science Forum |
| Volume | 440-441 |
| DOIs | |
| Publication status | Published - 1 Jan 2003 |
| Event | Modern Practice in Stress and Vibration Analysis: Proceedings of the 5th International Conference on Modern Practice in Stress and Vibration Analysis - Glasgow, Scotland, United Kingdom Duration: 9 Sept 2003 → 11 Sept 2003 |
Keywords
- Autocorrelation Function
- Correlation Length
- Disordering
- Fourier Analysis
- Linear Perturbation
- Mode I
- Tunnel-Crack