FATIGUE RESISTANCE OF REINFORCEMENT IN PARTIALLY PRESTRESSED BEAMS

The ranges of stress in the prestressed and non-prestressed reinforcement of a variety of partially prestressed concrete beams are analyzed using a computer program based on the conventional elastic theory of reinforced concrete. The results are compared with typical modified Goodman diagrams and lead to some general conclusions on the design of partially prestressed beams for resistance to fatigue. /Author/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/08879672
• Corporate Authors:

  Prestressed Concrete Institute

  20 North Wacker Drive
  Chicago, IL  United States  60606
• Authors:
  • Tadros, M K
  • Ghali, A
• Publication Date: 1977-4

Media Info

• Features: Appendices; Figures; References; Tables;
• Pagination: p. 78-88
• Serial:
  • PRECAST/PRESTRESSED CONCRETE INSTITUTE. JOURNAL
  • Volume: 22
  • Issue Number: 2
  • Publisher: Precast/Prestressed Concrete Institute
  • ISSN: 0887-9672

Subject/Index Terms

• TRT Terms: Beams; Computer programs; Elasticity (Mechanics); Fatigue (Mechanics); Material reinforcement; Prestressed concrete; Prestressing; Reinforced concrete
• Old TRIS Terms: Elastic theory; Resistance
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00157775
• Record Type: Publication
• Files: TRIS
• Created Date: Oct 13 1977 12:00AM