강섬유 형상비와 혼입률에 따른 대각보강된 철근콘크리트 연결보의 연성능력 평가

Evaluation of Ductility of Diagonally Reinforced concrete Coupling beams According to the Aspect ratio and Volume Fraction of steel fibers

초록

In this study, in order to evaluate the ductility of diagonally reinforced concrete coupling beams according to the steel fiber aspect ratio andvolume fraction, conducted cyclic lateral loading tests of coupling beams with steel fiber volume fraction of 0%, 1.5%, 0.75% and aspectratios of 60 and 80 as variables. Based on the experimental results, we intend to evaluate the ductility ability by mixing steel fibers in thecoupling beam and suggest the possibility of relaxation of the rebar details.

키워드

강섬유강섬유보강콘크리트형상비혼입률철근콘크리트연결보연성Steel fibersteel fiber reinforced concreteaspect ratiovolume fractionreinforced concretecoupling beamductility
제목
강섬유 형상비와 혼입률에 따른 대각보강된 철근콘크리트 연결보의 연성능력 평가
제목 (타언어)
Evaluation of Ductility of Diagonally Reinforced concrete Coupling beams According to the Aspect ratio and Volume Fraction of steel fibers
저자
최지윤최창식
발행일
2022-04
유형
Proceeding
저널명
2022년도 대한건축학회 춘계학술발표대회 논문집
42
1
페이지
427 ~ 428