FAILURE BEHAVIOR OF REINFORCED CONCRETE BEAMS DETERIORATED BY ALKALI-SILICA REACTIONS --PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON CONCRETE ALKALI-AGGREGATE REACTIONS, OTTAWA, CANADA, 1986

Laboratory tests were made to assess the effects of deterioration due to asr (alkali silica reaction) on the failure behavior of reinforced concrete (rc) beams. Ordinary and steel fiber added rc beams were tested. For short term static loading, the negative effects of cracks caused by asr was not significant. For the covering abstract of the conference see IRRD 811982.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/0815511426
• Corporate Authors:

  NOYES PUBLICATIONS

  MILL ROAD
  Park Ridge, NJ  United States 
• Authors:
  • Koyanagi, W
  • Rokugo, K
  • Ishida, H
• Publication Date: 1987

Language

• English

Media Info

• Pagination: p. 141-5
• Serial:
  • Publication of: NOYES PUBLICATIONS
  • Publisher: NOYES PUBLICATIONS

Subject/Index Terms

• TRT Terms: Alkali; Beams; Bearing capacity; Cement; Chemical reactions; Conferences; Cracking; Deformation; Deterioration; Evaluation and assessment; Expansion; Failure; Loads; Material reinforcement; Modulus of elasticity; Oxides; Reinforced concrete; Reinforcing materials; Silicon; Steel; Strength of materials
• Uncontrolled Terms: Decreases
• Subject Areas: Data and Information Technology; Planning and Forecasting;

Filing Info

• Accession Number: 00481137
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• ISBN: 0-8155-1142-6
• Files: ITRD, TRIS
• Created Date: Apr 30 1989 12:00AM