Experimental and theoretical studies of fatigue of steel fibre reinforced concrete under low-cycle compression
Serhii Drobyshynets, Yevgenij Babych, Pavlo Sunak, Iryna Zadorozhnikova, Inna Parfentyeva, Volodymyr Pakharenko, Sviatoslav Homon
Abstract
The results of theoretical studies of steel fibre-reinforced concrete fatigue under low-cycle compression are presented. Analytical dependencies for its determination are established. The method of experimental studies of steel fibre-reinforced concrete prisms under low-cycle compression is presented. Experimental studies of steel fibre-reinforced concrete fatigue under low-cycle compression have been carried out. It is established that the relative low-cycle compression fatigue for steel fibre-reinforced concrete can be taken at 0.75.
Topics & Concepts
Materials scienceLow-cycle fatigueCompression (physics)Structural engineeringReinforced concreteComposite materialEngineeringInnovative concrete reinforcement materialsFire effects on concrete materialsConcrete and Cement Materials Research