Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2001.11a
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- Pages.561-566
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- 2001
A Experimental study about an effect of shear-connector at a bond stress in concrete filled rectangular tubular column
콘크리트 충전 각형 강관기둥의 부착응력에 있어 shear-connector의 영향에 관한 실험적 연구
Abstract
Load at steel beam column joints transfered by beam depend 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 transfering loads efficiently. An ascent of bond stress and a transmission of load after debonding are expected by a reinforcement of shear-connector
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