This report presents the results of numerical and experimental investigations to determine the causes of prestressed concrete girder end cracks. The cracks, which develop during the flame-cutting release process, result from the restraining effect of unreleased strands as the girder shortens from the partially transferred prestress and from shear stresses generated by the cutting order of the strands. Researchers examined several methods to eliminate the cracks, such as making changes to the strand cutting pattern, debonding some of the strands in the end regions, and increasing the slope of the top surface of the bottom flange. Implementation of the first two of these methods in the field proved successful.

  • Corporate Authors:

    University of Minnesota, Twin Cities

    Department of Civil Engineering, 500 Pillsbury Drive, SE
    Minneapolis, MN  United States  55455

    Minnesota Department of Transportation

    Transportation Building, 395 John Ireland Boulevard
    St Paul, MN  United States  55155
  • Authors:
    • Kannel, J J
    • French, Catherine E
    • Stolarski, H K
  • Publication Date: 1998-5


  • English

Media Info

  • Features: Appendices; Figures; References; Tables;
  • Pagination: 257 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00796932
  • Record Type: Publication
  • Report/Paper Numbers: MN/RC-2000-09,, Final Report
  • Contract Numbers: 72629
  • Created Date: Aug 8 2000 12:00AM