Instability and Disorder of the Front of a Tensile Tunnel-Crack Slightly Perturbed within its Plane

Elie Favier, Véronique Lazarus, Jean Baptiste Leblond

Research output: Contribution to journalConference articlepeer-review

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 languageEnglish
Pages (from-to)153-160
Number of pages8
JournalMaterials Science Forum
Volume440-441
DOIs
Publication statusPublished - 1 Jan 2003
EventModern 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 200311 Sept 2003

Keywords

  • Autocorrelation Function
  • Correlation Length
  • Disordering
  • Fourier Analysis
  • Linear Perturbation
  • Mode I
  • Tunnel-Crack

Fingerprint

Dive into the research topics of 'Instability and Disorder of the Front of a Tensile Tunnel-Crack Slightly Perturbed within its Plane'. Together they form a unique fingerprint.

Cite this