FIELD: construction.
SUBSTANCE: method for detection of concrete crack resistance includes loading concrete samples with compression and stretching forces, definition and comparison of parametres that specify their physical properties - υ, E, µ, Rc, Lr, measured after drying until mass stabilisation and water-saturated condition, besides, process of drying - mass stabilisation occurs with moisture of 40% and temperature of 18-20°C, and process of water saturation at atmospheric pressure until mass stabilisation, and assessment of crack resistance by coefficient of crack resistance Kcr with the help of method of integration of all cracks available in concrete sample into one - reduced - crack, length value of which is calculated according to formula Lr=2Eυ/(πµ2Rc 2), where υ- surface energy of concrete, J/m2, E - module of concrete elasticity, MPa, µ - Poisson coefficient, Rc - concrete compression strength, MPa, and crack resistance coefficient is calculated according to formula where - length of reduced crack in dry substances, m, - length of reduced crack in water saturated samples, m.
EFFECT: increased accuracy and reliability of concrete crack resistance detection.
2 tbl
Title | Year | Author | Number |
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METHOD OF DETERMINING CRACK RESISTANCE OF CONCRETE | 2002 |
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COMPOSITE RAW MIX FOR THE PRODUCTION OF FIBER-REINFORCED CONCRETE | 2021 |
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RU2770375C1 |
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RU2186361C2 |
Authors
Dates
2010-05-20—Published
2008-12-16—Filed