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Basalt FRCM공법으로 보강된 RC보의 전단거동

Shear Behavior of Reinforced Concrete Beams Strengthened by Basalt FRCM

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  • URLhttps://db.koreascholar.com/Article/Detail/367751
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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

In this paper, a shear behavior of RC beam strengthened by basalt FRCM was investigated. The presence of strengthened with Basalt FRCM was considered as an experimental variable. The experimental result show that the maximum load of beam strengthened by basalt FRCM was increased 75.4% compared with that of non-strengthened beam.

저자
  • 연영모(충북대학교 토목공학과) | Yeon Yeong Mo
  • 홍기남(충북대학교 토목공학과) | Hong Ki Nam 교신저자