Table of Contents
Journal of Structures
Volume 2013 (2013), Article ID 628759, 10 pages
http://dx.doi.org/10.1155/2013/628759
Research Article

Investigations on Efficiently Interfaced Steel Concrete Composite Deck Slabs

1Structural Engineering Research Centre, Council for Scientific and Industrial Research, Taramani, Chennai 600113, India
2Indian Institute of Technology, Chennai 600036, India

Received 19 February 2013; Revised 5 June 2013; Accepted 24 June 2013

Academic Editor: Francis Collombet

Copyright © 2013 K. N. Lakshmikandhan et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. V. Marimuthu, S. Seetharaman, S. Arul Jayachandran, A. Chellappan, T. K. Bandyopadhyay, and D. Dutta, “Experimental studies on composite deck slabs to determine the shear-bond characteristic (m-k) values of the embossed profiled sheet,” Journal of Constructional Steel Research, vol. 63, no. 6, pp. 791–803, 2007. View at Publisher · View at Google Scholar · View at Scopus
  2. D. L. Mullett, Slim Floor Design and Construction, SCI-P-110, Steel Construction Institute Publication, Berkshire, UK, 1992.
  3. M. L. Porter, C. E. Ekberg Jr., L. F. Greimann, and H. A. Elleby, “Shear bond analysis of steel deck reinforced slabs,” ASCE Journal of the Structural Division, vol. 102, no. 12, pp. 2255–2268, 1976. View at Google Scholar · View at Scopus
  4. M. L. Porter and C. E. J. Ekberg, “Design recommendations for steel deck floor slabs,” ASCE Journal of the Structural Division, vol. 103, no. 11, pp. 2121–2136, 1976. View at Google Scholar · View at Scopus
  5. S. S. Seleim and R. M. Schuster, “Shear-Bond Resistance of Composite Deck-Slabs,” Canadian Journal of Civil Engineering, vol. 12, no. 2, pp. 316–324, 1985. View at Google Scholar · View at Scopus
  6. J. M. Calixto, A. C. Lavall, C. B. Melo, R. J. Pimenta, and R. C. Monteiro, “Behaviour and strength of composite slabs with ribbed decking,” Journal of Constructional Steel Research, vol. 46, no. 1–3, pp. 211–212, 1998. View at Publisher · View at Google Scholar · View at Scopus
  7. A. I. Tenhovuori and M. V. Leskela, “Longitudinal shear resistance of composite slabs,” Journal of Constructional Steel Research, vol. 46, no. 1–3, p. 228, 1998. View at Publisher · View at Google Scholar · View at Scopus
  8. S. Chen, “Load carrying capacity of composite slabs with various end constraints,” Journal of Constructional Steel Research, vol. 59, no. 3, pp. 385–403, 2003. View at Publisher · View at Google Scholar · View at Scopus
  9. W. S. Easterling and C. S. Young, “Strength of composite slabs,” Journal of Structural Engineering, vol. 118, no. 9, pp. 2370–2389, 1992. View at Google Scholar · View at Scopus
  10. S. Aslanlar, A. Ogur, U. Ozsarac, E. Ilhan, and Z. Demir, “Effect of welding current on mechanical properties of galvanized chromided steel sheets in electrical resistance spot welding,” Materials and Design, vol. 28, no. 1, pp. 2–7, 2007. View at Publisher · View at Google Scholar · View at Scopus
  11. J. R. Ubejd Mujagić, W. S. Easterling, and T. M. Murray, “Drilled standoff screws for shear connection in light composite steel-concrete trusses,” Journal of Constructional Steel Research, vol. 63, no. 10, pp. 1404–1414, 2007. View at Publisher · View at Google Scholar · View at Scopus
  12. J. W. Rackham, G. H. Couchman, and S. J. Hicks, “Composite slabs and beams using steel decking: best practice for design and construction,” MCRMA Technical Paper 13, SCI Publication, 2009. View at Google Scholar