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The Effect of Asymmetrical Inclusion Arrangement on Concrete Specimens Subjected to Uniaxial Compression
 Kováč, Maroš ; Sabol, Peter
Concrete is characterized by the diversity of its composition - heterogeneity. It is considered that the heterogeneous nature of concrete, in which coarse aggregate grains dominate, controls the process of crack propagation in concrete. In the case of normal concrete, coarse aggregate grains act as the significant stress concentrators, which determine the course of the force flow and thus influence the mechanical properties of the concrete. The aim of the research was to analyse the effect of the number of coarse aggregate grains (inclusions) in their asymmetrical arrangement on a series of test specimens of three different sizes. Attention was paid to the level of the ultimate stress value achieved by the specimens' failure under uniaxial compression.
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See also: similar author names
12 KOVÁČ, Martin
22 Kovač, Michal
4 Kováč, Marek
12 Kováč, Martin
8 Kováč, Matej
1 Kováč, Matúš
22 Kováč, Michal
2 Kováč, Milan
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