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CFRP Spiral Chord Stirrup의 곡률부 인장강도 실험

Experiments on Bend Strength of CFRP Spiral Chord Stirr

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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

The existing commercially available CFRP stirrups with circular section have inherent weakness of premature failure due to fiber kinks and stress concentration at bend. In order to overcome this weakness, a novel stirrup was developed with CFRP chord in the shape of spiral (CSCS). Results from B.5 tests have shown that CSCS were superior to CFRP stirrups with circular section in resisting stresses at bend.

저자
  • 정원영(중앙대학교 건축공학과, 석사) | Jung, Wonyoung
  • 이차돈(중앙대학교 건축공학과, 교수) | Lee, Chadon