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

Korea Concrete Institute (한국콘크리트학회)
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An experimental study about an effect of shear-connector at a bond stress in concrete filled circular steel tubular column

콘크리트 충전원형강관기둥의 부착응력에 있어 shear-connector의 영향에 관한 실험적 연구

  • 박성무 (영남대학교 건축공학과) ;
  • 김성수 (청주대학교 건축공학과) ;
  • 김원호 (영남대학교 건축공학과, SNS구조사무소) ;
  • 이형석 (영남대학교 건축공학과) ;
  • 이우진 (청주대학교 건축공학과) ;
  • 김경모 (영남대학교 건축공학과)
  • Published : 2001.11.01
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Abstract

A transmission of load that is transmitted by beam in steel beam-column joint depends on bond strength between concrete and steel tube. But it is different to transmit a load efficiently in the established concrete filled steel tubular column. Therefore, shear-connector is demanded for a reinforcement about a transmission of load. An ascent of bond stress and a transmission of load after debonding are expected by a reinforcement of shear-connector.

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