ANCHORAGE ZONE STRESSES IN POST-TENSIONED UNIFORM MEMBERS WITH ECCENTRIC AND MULTIPLE ANCHORAGES

Anchorage zone stresses in post-tensioned members of uniform cross-section are determined by using a finite element procedure for the elastic analysis of three-dimensional solids. Stress distributions are shown for multiple and eccentric anchorages on rectangular and I-section beams. Both bursting and spalling stresses are considered. The results are used to assess the conventional design method of partitioning.

  • Availability:
  • Corporate Authors:

    An Foras Forbartha

    St Martin's House, Waterloo Road
    Dublin 4,   Ireland 
  • Authors:
    • Yettram, A L
    • Pobbins, K
  • Publication Date: 1970-12

Media Info

  • Features: Figures; References;
  • Pagination: p. 209-218
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00081058
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Mar 26 1975 12:00AM