A description of the general behaviour of a beam-column connection with dowel reinforcement is given, summarizing the observations on 80 laboratory tests, and the effect of the main variables is explained. The test results are considered in conjunction with previous work on the strength of dowels and on shear transfer in composite members to develop a formula for the design of this type of connection. (A) /TRRL/

  • Availability:
  • Corporate Authors:

    Institution of Structural Engineers

    11 Upper Belgrave Street
    London,   United Kingdom  SW1X 8BH
  • Authors:
    • Bennett, E W
    • Banerjee, S
  • Publication Date: 1976-4

Media Info

  • Features: Figures; Photos; References; Tables;
  • Pagination: p. 133-139
  • Serial:
    • Structural Engineer
    • Volume: 54
    • Issue Number: 4
    • Publisher: Institution of Structural Engineers
    • ISSN: 1466-5123

Subject/Index Terms

Filing Info

  • Accession Number: 00138881
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Oct 26 1976 12:00AM