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Statistics and size effect in cementitious materials

✍ Scribed by Brian Cotterell; Yiu-Wing Mai; Khin Yong Lam


Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
541 KB
Volume
25
Category
Article
ISSN
0008-8846

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✦ Synopsis


The statistical size effect in cementitious beams is examined using the assumption that the critical threshold stress to cause a strain-softened fracture process zone to be initiated follows the Weibull distribution. The fictitious crack line model and the K-superposition theory, in combination with the statistical strain-softening relationship, are used to determine the strength of plain and notched beams. For notched beams the statistical effect on the strength is only important for small beams, but causes a large variation in all sizes of plain beams.


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