Doubt about the applicability of the Weibull function has been expressed by various workers, some of whom have suggested modifications to the Weibull function. Such modifications usually involve more parameters than the original Weibull function being thus much more flexible and thereby, in some cases, providing a good fit if the numerous (up to six) parameters can be estimated. These functions are not valid as asymptotic extreme-value distribution functions and thus represent a departure from the so-called weak-link principle. A fundamental problem with the Weibull approach, the lack of statistical independence of volume elements, will be briefly discussed. For cases where failure is caused by sharp defects a new extreme-value (weakest-link) function has been developed on the basis of the mechanics of the near-tip regions of such defects. The new function has only two statistical parameters which can be measured easily from plots, graphically or by least-squares fitting. Several large sets of data, fracture toughness, and fracture stress from several different materials will be shown, to which the new function provides a much better fit than the Weibull function.
Skip Nav Destination
Article navigation
June 1991
Research Papers
An Alternative to the Weibull Function for Some Cases
D. J. Neville,
D. J. Neville
Asea Brown Boveri Ltd., Research Center, Baden, Switzerland
Search for other works by this author on:
J. B. Kennedy
J. B. Kennedy
Department of Civil and Environmental Engineering University of Windsor, Windsor, Ontario, Canada, N9B 3P4
Search for other works by this author on:
D. J. Neville
Asea Brown Boveri Ltd., Research Center, Baden, Switzerland
J. B. Kennedy
Department of Civil and Environmental Engineering University of Windsor, Windsor, Ontario, Canada, N9B 3P4
J. Mech. Des. Jun 1991, 113(2): 195-199 (5 pages)
Published Online: June 1, 1991
Article history
Received:
August 1, 1989
Online:
June 2, 2008
Citation
Neville, D. J., and Kennedy, J. B. (June 1, 1991). "An Alternative to the Weibull Function for Some Cases." ASME. J. Mech. Des. June 1991; 113(2): 195–199. https://doi.org/10.1115/1.2912769
Download citation file:
Get Email Alerts
Cited By
A Multi-Layer Parallelogram Flexure Architecture for Higher Out-of-Plane Load Bearing Stiffness
J. Mech. Des (July 2025)
Reading Users' Minds With Large Language Models: Mental Inference for Artificial Empathy in Design
J. Mech. Des (June 2025)
MSEval: A Dataset for Material Selection in Conceptual Design to Evaluate Algorithmic Models
J. Mech. Des (April 2025)
Related Articles
A Comparison of the tanh and Exponential Fitting Methods for Charpy V-Notch Energy Data
J. Pressure Vessel Technol (June,2009)
Structural Integrity Evaluation of Three-Dimensional-Printed Graphene-Reinforced Polylactic Acid Notched Plates Using Failure Assessment Diagrams
J. Pressure Vessel Technol (February,2025)
Foreword
J. Eng. Mater. Technol (October,2000)
Prediction of Failure Behavior for Nuclear Piping Using Curved Wide-Plate Test
J. Pressure Vessel Technol (November,2004)
Related Proceedings Papers
Related Chapters
Subsection NG—Core Support Structures
Companion Guide to the ASME Boiler & Pressure Vessel Codes, Volume 1 Sixth Edition
USE OF A GEOHAZARD MANAGEMENT PROGRAM TO REDUCE PIPELINE FAILURE RATES
Pipeline Integrity Management Under Geohazard Conditions (PIMG)
A Note on the Use of a Simple Technique for Failure Prediction Using Resistance Curves
Fracture Toughness Evaluation by R-Curve Methods