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Deviator Effect in Damaged Reinforced Concrete Beams

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

Externally post-tensioning steel rods led to a 25~66% increase of load-carrying shear capacity in damaged reinforced concrete beams when compared to a control beam. And the shear strength of a beam with two deviators was larger than that of a beam with one deviator. That shows how important a deviator location is for strengthening effect.

저자
  • 이수헌(경북대학교 융복합시스템공학부 조교수, 공학박사) | Lee, Swoo-Heon
  • 김보우(경북대학교 융복합시스템공학부, 학사과정) | Kim, Bo-Woo