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Study of the filler size influence on bending strength of fiber-reinforced concrete

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Category: Mining

Last Updated on 03 December 2012

Published on 20 November 2012

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Authors:

V.V. Kovalenko, Candidate of Technical Sciences, Associate Professor, State Higher Educational Institution «National Mining University», Senior Lecturer of the Department of Construction and Geomechanics, Dnipropetrovsk, Ukraine

Annotation:

Results of laboratory tests of prisms with different by size aggregates are presented in the article. Dependences of bending strength and moment of crack appearance in the fibrous concrete specimens on type of aggregate are defined. Diagrams of “load – bending” of considered variants are plotted. An analysis of the results of laboratory studies is fulfilled. The influence of silica microparticles as a mineral additive on the strength properties of fiber-reinforced concrete specimens is shown.

References:

1. Будівельне матеріалознавство: Підручник. / [Кривенко П.В., Пушкарьова К.К., Барановський В.Б. та інші] – К.: ТОВ УВПК „ЕксОб“, 2008. – 704 с.

Construction materials science: Textbook. / [Kryvenko P.V., Pushkarova K.K., Baranovskyi V.B. et al.] – K.: TOV UVPK “EksOb”, 2008. – 704 p.

2. Kovalenko V. Impact of mechanical activation of binding agent and filler on strength properties of concrete. / V. Kovalenko, L. Gorobets // Scientific Bulletin of National Mining University. – The scientific and technical journal. – Dnipropetrovsk. – No.6, 2008. – P. 27–28.

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2012-11-27  279.17 KB  1322

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