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

Korea Concrete Institute (한국콘크리트학회)
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An Experimental Study on the Flexural Behavior of Structural Deck Plate Continuous Slabs

구조용 데크 플레이트 연속 슬래브의 휨거동에 관한 실험적 연구

  • 김영호 (중앙대학교 건축학과) ;
  • 박영석 (삼성물산㈜ 건설부문) ;
  • 박성우 (삼성물산㈜ 건설부문) ;
  • 고영우 (삼성물산㈜ 건설부문) ;
  • 양근혁 (목포대학교 건축조경토목공학부) ;
  • 정헌수 (중앙대학교 건축학과)
  • Published : 2003.11.01
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Abstract

The purpose of this experimental study is to understand the flexural Behavior of structural deck plate continuous slabs (power deck plate slabs). The main variables considered in this test are thickness of the slab and the deck plate. Five specimens that have length of 600cm and width of 60cm were manufactured. Test results indicated that the ultimate flexural strength of power deck plate slabs was conservative compared to ACI flexural provisions. But, suitable arrangement of bar of top reinforcement is needed for crack control.

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