스터럽으로 보강되어 있지 않은 초고성능 콘크리트의 전단 성능 평가

초록

When it comes to the present, high-rise and larger buildings were increasing, as the research and the use of Ultra-High Performance Concrete (UHPC) are increasing. We should be solved the weakness thing, about a brittle fracture to use UHPC at the field. Especially it is immediate problem that is brittle fracture due to shear strength. And there is no clear regulations in our country to evaluate the shear strength of UHPC. This study aims to steel fiber is how effect on the UHPC to increase shear strength. And how to evaluate shear strength of UHPC.

키워드