z-logo
open-access-imgOpen Access
Numerical implementation of the variational formulation for quasi-static brittle fracture
Author(s) -
Blaise Bourdin
Publication year - 2007
Publication title -
interfaces and free boundaries mathematical analysis computation and applications
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.964
H-Index - 39
eISSN - 1463-9971
pISSN - 1463-9963
DOI - 10.4171/ifb/171
Subject(s) - backtracking , convergence (economics) , brittleness , bridging (networking) , numerical analysis , brittle fracture , fracture (geology) , fracture mechanics , computer science , mathematics , algorithm , mathematical optimization , mathematical analysis , structural engineering , physics , engineering , economics , computer network , thermodynamics , economic growth , geotechnical engineering
This paper presents the analysis and implementation of the variational formulation of quasi-static brittle fracture mechanics proposed by G. A. Francfort and J.-J. Marigo in 1998. We briefly present the model itself, and its variational approximation in the sense of -convergence. We propose a numerical algorithm based on Alternate Minimizations and prove its convergence under restrictive assumptions. We establish a new necessary condition for optimality for the entire time evolution from which we derive the Backtracking algorithm. We give some elements of analysis of the Backtracking algorithm on a simple problem. We present realistic numerical simulations of a traction experiment on a fiber-reinforced matrix, and of the propagation of cracks in a perforated sample under mode-I loading.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here
Accelerating Research

Address

John Eccles House
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom