DOI QR코드

DOI QR Code

더블리브유닛 깊은 데크플레이트 슬래브의 휨 성능 평가

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

  • 허인욱 (서울시립대 건축공학과) ;
  • 할 리 오 나 (서울시립대 건축공학과 스마트시티융합전공) ;
  • 최승호 (서울시립대 건축공학과) ;
  • 김성배 ((주)더나은구조엔지니어링) ;
  • 윤상천 (가천대학교 건축공학과) ;
  • 김강수 (서울시립대 건축공학과 스마트시티융합전공)
  • 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)
  • 투고 : 2022.06.17
  • 심사 : 2022.09.21
  • 발행 : 2022.10.30

초록

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.

키워드

과제정보

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

참고문헌

  1. ACI Committee 318 (2019) Building Code Requirements for Structural Concrete and Commentary (ACI 318-19), American Concrete Institute, Farmington Hills, MI.
  2. Adam, C. Y., & Milner, H. R. (2012). Wood-based prefabricated composite-acting bridge deck, Journal of Bridge Engineering, 17(2), 363-370. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000242
  3. ANSI/SDI (2017) C-2017 Standard for Composite Steel Floor Deck-Slabs, ANSI/SDI, Washington, DC.
  4. Collins, M. P., & Mitchell, D. (1991). Prestressed concrete structures. Englewood Cliffs, NJ: Prentice Hall.
  5. Liu, R., Yang, Y., & Zhou, X. (2018). Experimental study on fatigue performance of composite beam with steel-plate-concrete composite decks, Construction and Building Materials, 188, 833-849. https://doi.org/10.1016/j.conbuildmat.2018.08.108
  6. Marimuthu, V., Seetharman, S., Arul Jayachandran, S., Chellappan, A., Bandyopadhyay, T. K., & Dutta, D. (2007). Experimental studies on composite deck slabs to determine the shear-bond characteristic values of the embossed profiled sheet, Journal of Constructional Steel Research, 63(6), 791-803. https://doi.org/10.1016/j.jcsr.2006.07.009
  7. Pan, W. H., Fan, J. S., Nie, J. G., Hu, J. H., & Cui, J. F. (2016). Experimental study on tensile behavior of wet joints in a prefabricated composite deck system composed of orthotropic steel deck and ultrathin reactive-powder concrete layer, Journal of Bridge Engineering, 21(10), 04016064. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000935
  8. Park, K, Y., Nam, Y. S., Choi, Y. H., Kim, Y. H., & Choi, S. M. (2012). Improvement of Flexural Performance for Deep-Deck Plate using Cap Plate, Journal of Korean Society of Steel Construction, 25(5), 555-567. https://doi.org/10.7781/KJOSS.2013.25.5.555
  9. Shao, X., Yi, D., Huang, Z., Zhao, H., Chen, B., & Liu, M. (2013). Basic Performance of the Composite Deck System Composed of Orthotropic Steel Deck and Ultrathin RPC Layer, Journal of Bridge Engineering, 18(5), 417-428. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000348
  10. Sirimontree, S., Thongchom, C., Keawsawasvong, S., Nuaklong, P., Jongvivatsakul, P., Dokduea, W., ... & Farsangi, E. N. (2021). Experimental Study on the Behavior of Steel-Concrete Composite Decks with Different Shear Span-to-Depth Ratios, Buildings, 11(12), 624. https://doi.org/10.3390/buildings11120624
  11. Smith, M. (2009) ABAQUS/Standard User's Manual Version 6.9 Dassault Systemes Simulia Corp., Providence, RI, USA.
  12. Son, D.-H., Bae, B.-I., Lee, M.-S., Lee, M.-S., & Choi, C.-S. (2021). Flexural Strength of Composite Deck Slab with Macro Synthetic Fiber Reinforced Concrete, Applied Sciences, 11(4), 1662. https://doi.org/10.3390/app11041662
  13. Son, D. H., Ahn, H. J., Chung, J. H., Bae, B. I., & Choi, C. S. (2021). Deflection estimation based on the thermal characteristics of composite deck slabs containing macro-synthetic fibers, Materials, 14(14), 4052. https://doi.org/10.3390/ma14144052
  14. Walter, R., Olesen, J. F., Stang, H., & Vejrum, T. (2007). Analysis of an orthotropic deck stiffened with a cement-based overlay, Journal of Bridge Engineering, 12(3), 350-363. https://doi.org/10.1061/(ASCE)1084-0702(2007)12:3(350)
  15. Zhu, Z., Yuan, T., Xiang, Z., Huang, Y., Zhou, Y. E., & Shao, X. (2018). Behavior and fatigue performance of details in an orthotropic steel bridge with UHPC-deck plate composite system under in-service traffic flows, Journal of Bridge Engineering, 23(3), 04017142. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001167