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In this paper, research is carried out in the field of application of carbonate fine filler and hyper- and superplasticizers for enhancing micro- level energy dissipation in fine-grained concrete. The joint effect of a hyper- and superplasticizing additive including limestone microfiller on the mechanical properties of fine-grained carbonate concrete has also been studied. The main parameter of concrete properties considered in this paper is stress intensity factor. It is determined in conducting incongruent tests of concrete samples-prisms for bending in accordance with the present standard.

Carbonate fine- grained concrete with enhanced internal energy dissipation properties