Resistance keramzito-fiber-reinforced concrete columns nemnogokratno repeated loading
Abstract
Resistance keramzito-fiber-reinforced concrete columns nemnogokratno repeated loading
The effect of not repeatedly re-exposure to the compressive strength of concrete elements of expanded clay-fiber concrete. The experimental results of reinforced concrete columns after repeated unambiguous and alternating loadings. The influence of repeated loading regimes on the bearing capacity, deformation and fracture of columns. Proposed dependence of the bearing capacity of the columns on the level of repeated loadings.
Keywords: Keramzitofibrobeton, bearing capacity, crack, deformation, reinforced concrete column, mixed reinforcement.Keywords: