Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/58727
Title: Statistics and size effect in cementitious materials
Authors: Cotterell, B. 
Mai, Y.-W.
Lam, K.Y. 
Issue Date: Feb-1995
Source: Cotterell, B.,Mai, Y.-W.,Lam, K.Y. (1995-02). Statistics and size effect in cementitious materials. Cement and Concrete Research 25 (2) : 408-416. ScholarBank@NUS Repository.
Abstract: 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. © 1995 Elsevier Science Ltd All rights reserved.
Source Title: Cement and Concrete Research
URI: http://scholarbank.nus.edu.sg/handle/10635/58727
ISSN: 00088846
Appears in Collections:Staff Publications

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