Review article

The paper presents the results of the study of strength and stress-strain properties of high-strength steel fiber reinforced concrete with various rates of fiber reinforcement. There has been developed a high-strength fiber reinforced concrete structure with application of steel anchor fiber and high-strength concrete matrix (B60), which has been obtained using modern additives of domestic production. A program of tests aimed at experimental determination of the failure limit, the elasticity module, the module of deformation and the limit compressibility of high-strength fiber reinforced concrete has been developed and carried out.