THE DESIGN OF PARTIALLY PRESTRESSED WALLS AND SLABS TO SPECIFIED CRACK WIDTH CRITERIA

The research reported draws together the two aspects of partial prestressing and serviceability in the design and construction of concrete structures such as bridges. The report contributes to the matter of cracking in slabs and walls and also shows that current codes substantially underestimate shrinkage strains in concrete. A method for designing partially prestressed concrete slabs is derived in which the design determinant variables, surface strain, curvature, moment, level and distribution of both prestressed and non-prestressed reinforcement, are derived and expressed as dimensionless parameters. These parameters are presented in a series of charts which facilitate the design of slabs for a range of parameter combinations. Also included in the report are a number of worked examples which illustrate the application of the design method. (TRRL)

  • Availability:
  • Corporate Authors:

    National Roads Board, New Zealand

    Road Research Unit, P. O. Box 12-041
    Wellington,   New Zealand 
  • Authors:
    • Chong, C K
    • Dean, J A
  • Publication Date: 1984

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00392742
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Report/Paper Numbers: Monograph
  • Files: ITRD, TRIS, ATRI
  • Created Date: Apr 29 1985 12:00AM