An analysis is presented for predicting the behaviour of composite beams consisting of a concrete slab attached to a steel beam by a shear connection. The effects of interface slip due to the flexibility of the connectors are included, as are the effects of residual stresses and non-linearity in the steel and concrete. Elastic methods of analysis are reviewed with the aim of assessing the errors introduced by the conventional T-Beam assumption. Comparisons are made with test results on beams having adequate or inadequate shear connections, and having the relatively high width to span ratio of 0.35.

  • Corporate Authors:

    University of Sydney

    School of Civil Engineering, Parramatta Road
    Sydney, New South Wales  Australia  2006
  • Authors:
    • Ansourian, P
    • Roderick, J W
  • Publication Date: 1977-8

Media Info

  • Features: Figures; Photos; References;
  • Pagination: 35 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00182773
  • Record Type: Publication
  • Source Agency: National Technical Information Service
  • Report/Paper Numbers: Res Rpt R309 Monograph
  • Files: TRIS
  • Created Date: Nov 14 1978 12:00AM