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Effect of strain gradients on the size effect of concrete in uniaxial tension

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Abstract

A series of uniaxial tension experiments has been conducted to investigate the size effect on strength and fracture energy of quasi brittle materials like concrete and sandstone. This paper focuses on the results of the concrete tests, and specifically deals with the variation of the nominal strength for specimens of six different sizes in a scale range of 1:32. It was found that under given experimental conditions, the nominal strength strongly depended on the specimen size. More important however, is the fact that most of this size effect could be attributed to strain gradients which were present in the cross section of the specimens. These strain gradients were caused by the specimen shape, load eccentricity and material inhomogeneity. Through a combination of experimental data and a simple linear elastic analysis, the importance of strain gradients with respect to the ultimate load level could be visualized. This leads to the conclusion that studying a material size effect is not possible without taking into account structural stress/strain gradients.

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Authors and Affiliations

  1. Faculty of Civil Engineering and Geosciences, Delft University of Technology, P.O. Box 5048, 2600, GA Delft, The Netherlands

    Marcel R.A. Van Vliet & Jan G.M. Van Mier

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  1. Marcel R.A. Van Vliet
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  2. Jan G.M. Van Mier
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Van Vliet, M.R., Van Mier, J.G. Effect of strain gradients on the size effect of concrete in uniaxial tension. International Journal of Fracture 95, 195–219 (1999). https://doi.org/10.1023/A:1018652302261

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