Abstract
The Weibull distribution currently plays a key role in the analysis of material failure data. This distribution was originally proposed by Weibull, who justified its use based on the weakest link principle of material failure and an empirical analysis of failure data on specimens of homogeneous composition. Further support for the appropriateness of this distribution came from Epstein, who may have been the first to recognize it as a member of the Fisher-Tippett-Gnedenko family of extremal distributions. The aim of this note is to point out that if one were to incorporate some elementary principles of fracture mechanics in the development of probability models for the strength of material, then the use of the Weibull is subject to question. The search for alternate models is therefore germane and some possibilities along these lines are outlined here.
| Original language | English |
|---|---|
| Title of host publication | Probabilistic Mechanics and Structural and Geotechnical Reliability, Proceedings of the Specialty Conference |
| Publisher | ASCE |
| Pages | 474-477 |
| Publication status | Published - 1996 |
| Externally published | Yes |
| Event | Proceedings of the 1996 7th Specialty Conference on Probabilistic Mechanics and Structural Reliability - Worcester, MA, USA Duration: 7 Aug 1996 → 9 Aug 1996 |
Conference
| Conference | Proceedings of the 1996 7th Specialty Conference on Probabilistic Mechanics and Structural Reliability |
|---|---|
| City | Worcester, MA, USA |
| Period | 7/08/96 → 9/08/96 |
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