Skip to main content
SpringerLink
Log in

Analytical model for ultimate loading capacities of continuous composite slabs with profiled steel sheets

  • Article
  • Published:
Science China Technological Sciences Aims and scope Submit manuscript

Abstract

Composite slabs with profiled steel sheet are widely applied in practical structures now. Plenty of literatures can be available about simply supported composite slabs with single span. However, continuous slabs always exist in high-rise building structures. In order to obtain the ultimate loading capacity of continuous composite slabs, the full scale test on slab specimens with high cost need to be carried out. This paper presented an analytical model for calculating the ultimate loading capacity of continuous composite slabs. Only the small-scale slide block test needed to be carried out for determining some mechanical parameters, resulting in less cost, compared with the conventional m-k test method. Various load conditions and parameters were considered in the analytical model. The comparison between test results and predicted results showed that the proposed method had enough precision. Furthermore, the simplified method was also proposed for practical design.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Similar content being viewed by others

References

  1. Alessandro Z, Michele B, Joel P C. Nonlinear seismic response analysis of steel–concrete composite frames. J Struct Eng-ASCE, 2008, 134: 986–997

    Article  Google Scholar 

  2. Enrico S, Sherif E T. Nonlinear analysis of steel-concrete composite structures: State of the art. J Struct Eng-ASCE, 2004, 130: 159–168

    Article  Google Scholar 

  3. Michel C, Frederic M. A new simplified method for the design of composite slabs. J Constr Steel Res, 2004, 60: 481–491

    Article  Google Scholar 

  4. Vainiunas P, Valivonis J, Mar ciukaitis G, et al. Analysis of longitudinal shear behavior for composite steel and concrete slabs. J Constr Steel Res, 2006, 62: 1264–1269

    Article  Google Scholar 

  5. Wright H D, Evans H R, Harding P W. The use of profiled steel sheeting in floor construction. J Constr Steel Res, 1987, 7: 279–295

    Article  Google Scholar 

  6. Porter M L, Ekberg C E. Behavior of steel-deck-reinforced slabs. J Struct Eng-ASCE, 1977, 103: 663–667

    Google Scholar 

  7. Daniels B J, Crisinel M. Composite slab behavior and strength analysis. Part 2: Comparisons with test results and parametric analysis. J Struct Eng-ASCE, 1993, 119: 36–49

    Article  Google Scholar 

  8. Schuster R M. Composite steel-deck concrete floor systems. J Struct Division, 1976, 5: 899–917

    Google Scholar 

  9. Johnson R P. Composite Structures of Steel and Concrete, Volume 1, Beams, Slabs, Columns and Frames for Buildings. Oxford: Blackwell Scientific Publication, 1994

    Google Scholar 

  10. Patrick M. A new partial shear connection strength model for composite slabs. J Aust Inst, 1990, 24: 2–16

    Google Scholar 

  11. Nie J G, Cai C S. Steel-concrete composite beams considering shear slip effects. J Struct Eng-ASCE, 2003, 129: 495–506

    Article  Google Scholar 

  12. Chen S M. Study of load carrying capacities of 3W DECK composite slabs. J Build Struct, 2002, 23: 19–26

    MATH  Google Scholar 

  13. Lee L, Quek S, Ang K. Moment redistribution in continuous profiled steel-concrete composite slabs. Mag Concrete Res, 2001, 53: 301–309

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

  1. School of Civil Engineering, Chongqing University, Chongqing, 400045, China

    YuHang Wang

  2. Department of Civil Engineering, Tsinghua University, Beijing, 100084, China

    JianGuo Nie

Authors
  1. YuHang Wang
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. JianGuo Nie
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to YuHang Wang.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Wang, Y., Nie, J. Analytical model for ultimate loading capacities of continuous composite slabs with profiled steel sheets. Sci. China Technol. Sci. 58, 1956–1962 (2015). https://doi.org/10.1007/s11431-015-5877-1

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11431-015-5877-1

Keywords

Search

Navigation