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

Korea Concrete Institute (한국콘크리트학회)
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A Study on Theoretical Analysis for Reinforced Concrete Transfer Girder of Hybrid Structures

복합구조의 철근콘크리트 전이보에 대한 이론적 해석 연구

  • 권기혁 (서울시립대학교 건축공학과) ;
  • 이춘호 (서울시립대학교 건축공학과, 박사과장) ;
  • 김민수 (서울시립대학교 건축공학과) ;
  • 이한선 (고려대학교 건축공학과) ;
  • 고동우 (고려대학교 건축공학과)
  • Published : 2000.10.01
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Abstract

In this paper, the behavior for transfer girder of the upper-wall and lower-frame structures was studied by the nonlinear finite element analysis. It was analyzed and compared with the experimental results. Analysis results showed that failure modes were progressed by a initial diagonal crack in the shear span between the edges of the load and intermediate support plate. The nonlinear finite element analysis could predict deformation, principal stress, ultimate load and concrete crack. Also analysis results showed good agreement the test results.

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