STRENGTH OF BEAM-COLUMN CONNECTIONS WITH DOWEL REINFORCEMENT

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:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/14665123
• 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

Language

• English

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

• TRT Terms: Beams; Cast in place concrete; Columns; Composite structures; Dowels; Material reinforcement; Precast concrete; Shear strength; Shear stress; Steel; Strength of materials
• Uncontrolled Terms: Shear transfer
• ITRD Terms: 3472: Beam; 4781: Cast in situ concrete; 3896: Dowel; 4792: Precast concrete; 3471: Reinforcement (in mater); 5531: Shear; 4542: Steel; 5544: Strength (mater)
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

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