
Determination of scale coefficients for samples of autoclave structurally heat-insulating aerated concrete based on fly ash
Author(s) -
Al'bina Baranova,
M Krivyh
Publication year - 2020
Publication title -
iop conference series materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/880/1/012002
Subject(s) - autoclave , fly ash , autoclaved aerated concrete , materials science , composite material , compression (physics) , base (topology) , aeration , metallurgy , waste management , engineering , mathematics , mathematical analysis
The article presents the results of determining the scale coefficients for autoclave structurally heat-insulating aerated concrete based on fly ash. In the course of research, the dependences of the compression strength values on the size and area of the working section of samples of autoclave aerated concrete of the grades D500 and D600 are derived. The dependences of mechanical characteristics on its average density in the range from 500 to 600 kg/m 3 are established. For samples of autoclave structurally heat-insulating aerated concrete based on fly ash, the values of scale coefficients were experimentally determined, which in relation to the base sample of 150x150x150 mm are: for prisms of 40x40x160 mm – 1.45, for cubes of 70,7x70,7x70,7 mm and 100x100x100 mm – 1.2 and 0.95, respectively.
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