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/

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  • Corporate Authors:

    Prestressed Concrete Institute

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

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Filing Info

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