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Modulus of Elasticity of Concretes from Polish and Ukrainian Crushed Aggregates from Igneous Rocks
Author(s) -
W. Budzyński,
Jacek Góra,
Wojciech Piasta,
Tadeusz Turkiewicz
Publication year - 2014
Publication title -
budownictwo i architektura
Language(s) - English
Resource type - Journals
eISSN - 1899-0665
pISSN - 2544-3275
DOI - 10.35784/bud-arch.1879
Subject(s) - igneous rock , young's modulus , elastic modulus , elasticity (physics) , aggregate (composite) , compressive strength , materials science , aggregate modulus , basalt , modulus , composite material , geotechnical engineering , geology , dynamic modulus , geochemistry , dynamic mechanical analysis , polymer
Test results concern modulus of elasticity and compressive strength of ordinary concretes made of various coarse aggregates from igneous rocks. Test results of some properties of these aggregates (3 crushed granites, 3 basalts, granodiorite, natural gravel) are also considered. The variable factor of the studies is the type of coarse aggregate. According to the analyses of regression and correlation there occurs a significant effect of the aggregate grinding ratio on the modulus of elasticity of concretes contrary to insignificant effect of the compressive strength. The modulus of elasticity of 4 concretes from Polish and Ukrainian granites and basalt aggregates is lower than respective standard values of the modulus.

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