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HERO ID
6859919
Reference Type
Journal Article
Title
Effect of specimen size on fracture energy and softening curve of concrete: Part II. Inverse analysis and softening curve
Author(s)
Kwon, SHee; Zhao, Z; Shah, SP; ,
Year
2008
Is Peer Reviewed?
Yes
Journal
Cement and Concrete Research
ISSN:
0008-8846
Publisher
PERGAMON-ELSEVIER SCIENCE LTD
Location
OXFORD
Page Numbers
1061-1069
DOI
10.1016/j.cemconres.2008.03.014
Web of Science Id
WOS:000257982300004
Abstract
The size effect of fracture energy was observed in experiments presented in the preceding paper. in this paper, the softening curve representing the relationship between the crack opening and the gradual stress drop after tensile strength was found for each specimen of the experiments by an inverse analysis. The effect of the size-dependent fracture energy on the softening curve was then investigated. It was found that the first steep branch of the softening curve is very similar for different size specimens whereas the tail of the curve becomes longer with increased specimen size. The observed size-dependent fracture energy can be explained by the features identified on the softening curve, and a possible mechanism of the fracture process zone with respect to the size effect is discussed herein. (C) 2008 Elsevier Ltd. All rights reserved.
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