BEHAVIOUR OF PRESTRESSED CONCRETE MEMBERS IN DIRECT TENSION

At first glance the notion of using prestressed concrete in tension members is something of an enigma. Yet prestressed concrete can be used to take advantage of the strength of high tensile steel and produce members having any desired stiffness. Examples of applications are considered. The experimental investigation looked at the load-elongation and cracking behaviour of prestressed concrete members loaded in direct tension. The influence of prestress level and the effect of different amounts of bonded and unbonded wires were considered. Different combinations of high tensile and mild steel wires were used, with some of the high tensile steel being either tensioned or untensioned.

  • Corporate Authors:

    University of New South Wales

    School of Civil Engineering, Anzac Parade
    Kensington, New South Wales  Australia  2033
  • Authors:
    • WHEEN, R J
  • Publication Date: 1978

Media Info

  • Features: Figures; Photos; References;
  • Pagination: 39 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00189380
  • Record Type: Publication
  • Source Agency: National Technical Information Service
  • Report/Paper Numbers: UNICIV Rpt.R324 Monograph
  • Files: TRIS
  • Created Date: Mar 28 1979 12:00AM