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

Korea Concrete Institute (한국콘크리트학회)
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Load Capacity Assesment of Reinforced Concrete Deep Beams using Nonlinear Finite Element Analysis

비선형 유한요소해석을 이용한 철근콘크리트 깊은 보의 내하력 평가

  • 천주현 (성균관대학교 토목환경공학과) ;
  • 김태훈 (대우건설기술연구소) ;
  • 이상철 (한국시설안전기술공단 진단 1본부 교량2실) ;
  • 신현목 (성균관대학교 토목환경공학과)
  • Published : 2005.05.01
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Abstract

This paper presents a method for the load capacity assesment of reinforcement concrete deep beams using nonlinear finite element analysis. A computer program, named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), for the analysis of reinforced concrete structures was used. From the results, determine the reliability index for the failure base from the Euro Code. Then, calculated additional reduction coefficient to satisfy the goals from the reliability analysis. The proposed numerical method for the load capacity assesment of reinforced concrete deep beams is verified by comparison with the others methods

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