Fracture toughness of plain concrete from three-point bend specimens |
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Authors: | B L Karihaloo P Nallathambi |
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Affiliation: | (1) School of Civil and Mining Engineering, The University of Sydney, 2006, NSW, Australia |
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Abstract: | A simple method is proposed for determining the fracture toughness of plain concrete from three-point bend specimens, based
on the concept of effective notch depth to account for the non-linear pre-peak load-deflection behaviour. The fracture toughness
so determined is shown not to depend on the specimen size. The method improves an earlier version of the effective crack model
in several ways. First, it is no longer necessary to linearize the pre-peak non-linearity, thereby eliminating the inaccurate
task of establishing the limit of elastic response. Secondly, regression expressions for determining the effective notch depth
should be far more accurate because they are based on an analysis of not only the authors’ test data but that of several researchers
around the world. Thirdly, these expressions do not depend on the size of the test specimen. It is shown that the predictions
of the effective crack model are in good agreement with two other non-linear process zone models, as far as three-point notched
beam specimens are concerned. |
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