STRUCTURAL EFFECTS OF TRANSVERSE PRESTRESSING IN BRIDGE DECKS. INTERIM REPORT

Transverse prestressing is an attractive concept with substantial benefits in both economy and improved durability. This report summarizes a series of interrelated physical tests and computer analyses which were conducted to provide necessary information for development of design criteria for transverse prestressing of bridge decks. It addresses such important design areas as the effective distribution of edge prestressing force across a bridge slab as affected by both diaphragm and girder restraints, realistic friction losses in transverse prestressing systems, and the behavior of transversely prestressed decks under typical wheel loadings. The principal attention is focused on slab and girder bridges, but analytical results are extended to box girder bridges. Experimental verification of the analysis programs allowed substantial parameter studies to be carried out with reasonable confidence. The results of the major experimental and analytical studies are summarized in this report.

  • Corporate Authors:

    University of Texas, Austin

    Center for Transportation Research, 3208 Red River Street
    Austin, TX  United States  78705

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590

    Texas State Department of Highways & Public Transportation

    Transportation Planning Division, P.O. Box 5051
    Austin, TX  United States  78763
  • Authors:
    • Phipps, A R
    • Almustafa, R A
    • Ralls, M L
    • Poston, R W
    • Breen, J E
    • Carrasquillo, R L
  • Publication Date: 1985-7

Media Info

  • Pagination: 246 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00457836
  • Record Type: Publication
  • Source Agency: Federal Highway Administration
  • Report/Paper Numbers: FHWA/TX-86/40+316-2
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Aug 31 1986 12:00AM