STRENGTH IN SHEAR OF REINFORCED CONCRETE BRIDGE ARTICULATIONS WITHOUT WEB REINFORCEMENT

Analytical and experimental results of 22 reinforced concrete bridge articulations failing in shear are presented. The variables considered are the pattern of loading, concrete strength, tensile steel, cut off distance and effective depths. Based on experimental results a proposal has been made to predict the diagonal cracking strength of the bridge articulations without web reinforcement. (Author/TRRL)

• Corporate Authors:

  Indian National Group of the IABSE

  Shahjahan Road
  New Delhi,   India 
• Authors:
  • Jena, B
  • Tripathy, N C
• Publication Date: 1980-6

Media Info

• Features: Figures; Photos; References; Tables;
• Pagination: p. 15-26
• Serial:
  • Bridge & Structural Engineer
  • Volume: 10
  • Issue Number: 2
  • Publisher: Indian National Group of the IABSE

Subject/Index Terms

• TRT Terms: Beams; Bridges; Cracking; Failure; Fracture mechanics; Hinges; Loads; Reinforced concrete; Reinforced concrete bridges; Reinforcement (Engineering); Reinforcing materials; Shear strength; Steel; Strength of materials; Tension
• Uncontrolled Terms: Loading
• Old TRIS Terms: Shear failures; Tension elements
• ITRD Terms: 3472: Beam; 3455: Bridge; 5211: Cracking; 3462: Hinge; 5567: Load; 4794: Reinforced concrete; 3471: Reinforcement (in mater); 5531: Shear; 4542: Steel; 5544: Strength (mater); 5502: Tension
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 00330789
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• Files: ITRD, TRIS
• Created Date: Aug 15 1981 12:00AM