Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Assessment of the Ultimate Load-Carrying Capacity of RC Beams

RC보의 극한 내하력 평가

  • 윤석구 (서울산업대학교 토목공학과) ;
  • 김은겸 (서울산업대학교 토목공학과) ;
  • 설대호 (서울산업대학교 토목공학과)
  • Published : 2005.11.01
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Abstract

Three RC beams are fabricated and tested to assess the ultimate load-carrying capacity. Depending on the crackings, the flexural stiffness of the RC beams are changed. However, these variations of the flexural stiffness do not influenced on the ultimate load-carrying capacity of the tested beams. Based on the behaviors of RC beams, the validation of the current assessment codes to discussed.

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