Vibrated concrete vs. self-compacting concrete: Comparison of fracture mechanics properties

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Abstract

This study focuses on the fracture mechanics aspect of self-compacting concrete, compared to vibrated concrete. The most commonly used experiments to investigate the toughness and cracking behaviour of concrete are the three-point bending test (3PBT) on small, notched beams, and the wedge-splitting test (WST) on cubic samples with guiding groove and starter notch. From the resulting P-CMOD curves (applied load versus crack mouth opening displacement), different fracture parameters, such as fracture energy and fracture toughness, can be extracted. Moreover, using inverse analysis, the ω-w relationship (tensile stress versus crack width) can be derived. This paper lists the results of a series of tests on samples, made of VC, SCC of equal strength, and SCC with identical w/c factor. Subsequently, a comparison of the mechanical characteristics is made, revealing important differences regarding several fracture parameters. Copyright © 2014 Trans Tech Publications Ltd, Switzerland.

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Korte, S., Boel, V., De Corte, W., & De Schutter, G. (2014). Vibrated concrete vs. self-compacting concrete: Comparison of fracture mechanics properties. In Key Engineering Materials (Vol. 601, pp. 199–202). Trans Tech Publications Ltd. https://doi.org/10.4028/www.scientific.net/KEM.601.199

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