STIFFNESS OF REINFORCED CONCRETE BEAMS IN COMBINED TORSION AND BENDING

Formulae are derived from which an estimate can be made of the torsional and flexural deformations of reinforced concrete beams under the combined action of bending and torsion. The stiffness in both the cracked and uncracked state have been considered. A series of twelve experiments was carried out to confirm the proposed method.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/08190259
• Corporate Authors:

  Institution of Engineers

  Science House, Gloucester and Essex Streets
  Sydney,   Australia 
• Authors:
  • Walsh, P F
  • Hall, A S
• Publication Date: 1970-4

Language

• English

Media Info

• Features: Figures; References;
• Pagination: p. 10-3
• Serial:
  • Institution of Engineers (Australia) Civ Eng Trans
  • Volume: CE12
  • Issue Number: 1
  • Publisher: Institution of Engineers
  • ISSN: 0819-0259

Subject/Index Terms

• TRT Terms: Beams; Bending; Concrete; Cracking; Deformation; Flexure; Reinforced concrete; Stiffness; Torsion
• Uncontrolled Terms: Concrete cracking; Reinforced concrete beams
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00081052
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Mar 26 1975 12:00AM