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철근콘크리트 휨부재의 최소철근비에 대한 고찰 KCI 등재

An Examination of the Minimum Reinforcement Ratio for Reinforced Concrete Flexural Members

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한국구조물진단유지관리공학회 논문집 (Journal of The Korea Institute for Structural Maintenance and Inspection)
한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

The minimum reinforcement ratio is an important design factor to prevent a brittle failure in RC flexural members. A minimum reinforcement ratio is presented by assuming an effective depth of cross-section and moment arm lever in CDC and KHBDC. In this study, it suggests that a rational method for minimum reinforcement ratio is calculated by material model and force equilibrium. As results, a minimum reinforcement ratio using a p-r curve in KHBDC is evaluated about 52~80% of recent design code’s value and it induces an economical design. And also, a ductility capacity in case of placing this minimum reinforcement amount is evaluated about 89% of recent design code’s value, but ductility in a member is 7 or more, so it has a sufficient ductility capacity. Therefore, it is judged that a minimum reinforcement ratio using p-r curve has a theoretical rationality, safety and economy in a flexural member design.

목차
Abstract
 1. 서 론
 2. 설계기준에 따른 최소철근비 및 재료모델을 통한 최소철근비
 3. 각 설계기준별 최소철근비 변수해석
  3.1 해석 대상 및 해석 변수
  3.2 각 설계기준에 따른 최소철근비 해석 결과
 4. 휨부재의 연성도 평가 및 최소철근비 제안
  4.1 해석 대상 및 해석 변수
  4.2 변위연성도 산정 및 해석 결과
  4.3 최소철근비의 제안
 5. 결 론
 References
저자
  • 최승원(조선이공대학교 조교수) | Seung-Won Choi Corresponding author