Quinn, G.
(2003),
Weibull Strength Scaling for Standardized Rectangular Flexure Specimens, Journal of the American Ceramic Society
(Accessed October 7, 2024)
Official websites use .gov
A .gov website belongs to an official government organization in the United States.
Secure .gov websites use HTTPS
A lock (
) or https:// means you’ve safely connected to the .gov website. Share sensitive information only on official, secure websites.
Weibull Strength Scaling for Standardized Rectangular Flexure Specimens
Published
Author(s)
Abstract
Formulas for the effective volumes and effective surfaces for rectangular bars loaded in flexure are reviewed. The ratio of strengths from any two configurations, such as 3-point flexural to 4-point, is independent of whether the flaws are volume or surface distributed if cross section sizes are the same. It is not possible to discriminate between volume or surface distributed flaw types based on the strength ratios in such cases. On the other hand, conversion of strengths form one configuration to another is very easy if testing is done in accordance with one of the current world standard test methods.Citation
Journal of the American Ceramic Society
Volume
86
Issue
Issue 3
Pub Type
Journals
Keywords
ASTM C1161, CEN ENV 843-1, effective surface, effective volume, flexural strength, ISO 14704, ISO 17565, JIS R 1601, rectangular beams
Citation
Issues
If you have any questions about this publication or are having problems accessing it, please contact reflib@nist.gov.
Created January 1, 2003, Updated February 19, 2017