An Experimental Study on the Flexural Fatigue Behavior of SFRC

강섬유보강 콘크리트의 휨피로 거동에 관한 실험적 연구

Potentially significant engineering advantages can be gained by the incorporation of steel fibers in tension-weak concrete. A variety of tests have been developed to measure and quantify the improvements achievable in steel fiber reinforced concrete. An objective of the study is to experimentally investigate the flexural fatigue behavior of steel-reinforced concrete with a experimental variables such as steel fiber types. To predict the behavior of steel reinforced structural componets under fatigue conditions.