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:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00249831
• Corporate Authors:

  An Foras Forbartha

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

Language

• English

Media Info

• Features: Figures; References;
• Pagination: p. 209-218
• Serial:
  • MAGAZINE OF CONCRETE RESEARCH
  • Volume: 22
  • Issue Number: 73
  • Publisher: Thomas Telford Limited
  • ISSN: 0024-9831

Subject/Index Terms

• TRT Terms: Anchorages; Cross sections; Deformation curve; Elastic analysis; Finite element method; I beams; Posttensioning
• Old TRIS Terms: Elastic analysis (Structural); Finite elements; Partition
• Subject Areas: Bridges and other structures; Highways;

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