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강섬유로 보강된 철근콘크리트 연결보의 전단성능 평가Shear Performance Evaluation of Reinforced Concrete Coupling Beams Reinforced with Steel Fibers

Other Titles
Shear Performance Evaluation of Reinforced Concrete Coupling Beams Reinforced with Steel Fibers
Authors
김기현배백일최창식
Issue Date
Oct-2020
Publisher
대한건축학회
Keywords
연결보; 강섬유; 섬유보강콘크리트; 전단강도; Coupling Beam; Steel Fiber; Fiber Reinforced Concrete; Shear Strength
Citation
대한건축학회 2020년도 추계학술발표대회논문집, v.40, no.2, pp.503 - 504
Indexed
OTHER
Journal Title
대한건축학회 2020년도 추계학술발표대회논문집
Volume
40
Number
2
Start Page
503
End Page
504
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/144481
ISSN
2287-5786
Abstract
The purpose of this study is to evaluate the shear performance of coupling beams with hooked end steel fibers. In order to evaluate the degree of reinforcement of the steel fibers volume fraction, the fiber volume fraction ratio was planned to be 0, 1, 2%, and the experiment was conducted. As a result of the experiment, it was confirmed that the maximum shear strength and ductility increased as the fiber volume fraction ratio increased. Accordingly, it is judged that the steel fiber increases the shear performance of the coupling beam specimens.
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COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)
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