Abstract
The time to failure, T, of dynamical models of fracture for a hierarchical load-transfer geometry is studied. Using a probabilistic strategy and juxtaposing hierarchical structures of height n, we devise an exact method to compute T, for structures of height n+1. Bounding T, for large n, we are able to deduce that the time to failure tends to a nonzero value when n tends to infinity. This numerical conclusion is deduced for both power law and exponential breakdown rules.
Originalsprog | Engelsk |
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Tidsskrift | Physical Review E (Statistical, Nonlinear, and Soft Matter Physics) |
Vol/bind | 60 |
Udgave nummer | 3 |
Sider (fra-til) | 2581-94 |
Antal sider | 14 |
ISSN | 1539-3755 |
Status | Udgivet - sep. 1999 |