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Evaluation on Flexural Performance of Double Rib Unit Deep-Deck Plate Slabs

더블리브유닛 깊은 데크플레이트 슬래브의 휨 성능 평가

  • Heo, Inwook (Dept. of Architectural Engineering, University of Seoul) ;
  • Darkhanbat, Khaliunaa (Dept. of Architectural Engineering and Smart City Interdisciplinary Major Program, University of Seoul) ;
  • Choi, Seung-Ho (Dept. of Architectural Engineering, University of Seoul) ;
  • Kim, Sung Bae (The Naeun Structural Engineering) ;
  • Yoon, Sang-Chun (Dept. of Architectural Engineering, Gachon University) ;
  • Kim, Kang Su (Dept. of Architectural Engineering and Smart City Interdisciplinary Major Program, University of Seoul)
  • 허인욱 (서울시립대 건축공학과) ;
  • 할 리 오 나 (서울시립대 건축공학과 스마트시티융합전공) ;
  • 최승호 (서울시립대 건축공학과) ;
  • 김성배 ((주)더나은구조엔지니어링) ;
  • 윤상천 (가천대학교 건축공학과) ;
  • 김강수 (서울시립대 건축공학과 스마트시티융합전공)
  • Received : 2022.06.17
  • Accepted : 2022.09.21
  • Published : 2022.10.30

Abstract

Recently, deep-deck plates has been widely used in the domestic construction market because it can minimize temporary form works with good constructability and economical advantages. In this study, a newly developed Double Rib Unit Deep-Deck (D-deck) plate which can lead to saving story heights has been introduced, and experiments on a total of four D-deck slabs have been carried out to investigate their flexural performances. In addition, in order to analyze the flexural behavior and strength of the D-deck slab according to the degree of composite, nonlinear finite element analysis (FEA) was performed for three cases - fully composite, partially composite, and non-composite, and the load-deflection relationship for each case was compared with the experimental results. It was found that the D-Deck slab can be considered as a partially composite member with the friction coefficient of 0.2.

Keywords

Acknowledgement

이 연구는 2022년도 정부(중소기업벤처부)의 재원으로 중소기업기술정보진흥원의 지원을 받아 수행된 연구임. 과제번호: S3223382

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