ANALYTICAL AND EXPERIMENTAL STUDIES OF SHEAR FAILURES IN REINFORCED CONCRETE BEAMS

A major difficulty in the development of a rational theory for shear design is identified as the lack of information on the mechanism of failure. Experiments were systematically carried out to give an insight into the behaviour of reinforced beams, with particular reference to failure mechanisms. An experimental technique to measure dowel forces directly is developed, and experiments to investigate the important variables which affect the dowel strength are described. The analysis of results shows that in the case of beams which are reinforced against dowel failure, shear failures are accompanied by yielding of the main reinforcement. This reinforcement is unable to develop the full axial tensile force owing to the presence of the dowel shear force; this also explains the reduced neutral axis depth observed in shear failures. In beams without shear reinforcement, or in those with large stirrup spacing, failure is attributable to splitting at the level of the steel without yielding of the reinforcement. (a)

• Corporate Authors:

  Institution of Civil Engineers

  One Great George Street, Westminster
  London,   United Kingdom  SW1P 3AA
• Authors:
  • CHANA, P S
• Conference:
  • PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS
• Publication Date: 1988-12

Language

• English

Media Info

• Pagination: p. 609-28
• Serial:
  • Volume: 85

Subject/Index Terms

• TRT Terms: Beams; Design; Failure; Mathematical analysis; Mathematical models; Reinforced concrete; Shear strength
• ITRD Terms: 6471: Analysis (math); 3472: Beam; 9011: Design (overall design); 5520: Failure; 6473: Mathematical model; 4794: Reinforced concrete; 5531: Shear
• Subject Areas: Design;

Filing Info

• Accession Number: 00486977
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Sep 30 1989 12:00AM