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사각형 단면 CFRP 스터럽을 적용한 콘크리트 보의 전단강도

Shear Strength of Reinforced Concrete Beams with CFRP Rectangular Section Stirrups

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  • URLhttps://db.koreascholar.com/Article/Detail/294032
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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

Commercially available current FRP stirrups with circular section suffer from premature failure at bent-portion by stress concentrations and kink of fibers during the fabrication process. In this research, CFRP stirrups with rectangular section (CFRPRS) has been developed, which can alleviate the aforementioned problems existing in the conventional FRP stirrups with circular section. The experimental comparisons were made between the beams with CFRPRS stirrups and conventional stirrups to observe the effectiveness of CFRPRS in resisting shear.

저자
  • 이윤태(중앙대학교 대학원 석사과정) | Lee, Yountae
  • 최종석(중앙대학교 대학원 석사과정) | Choe, Jongsuk
  • 이차돈(중앙대학교 건축학부 교수 공학박사) | Lee, Chadon