PULL-OUT TESTS FOR BOND RESISTANCE OF HIGH ELASTIC LIMIT STEEL BARS

INVESTIGATIONS SHOW THAT THE RATIO OF BOND STRENGTH TO COMPRESSIVE STRENGTH IS NOT A CONSTANT, AS UNIVERSALLY BELIEVED, BUT THAT IT DECREASES AS THE STRENGTH OF THE CONCRETE INCREASES. IT IS ALSO INDICATED THAT BEYOND SOME MINIMUM LENGTH OF EMBEDMENT, THE TENSILE STRESS THAT CAN BE DEVELOPED IN A STEEL BAR IS NOT IN DIRECT PROPORTION TO THE LENGTH OF EMBEDMENT, AS THOUGHT. /AUTHOR/

  • Supplemental Notes:
    • Vol 16, pp 82-95, 8 FIG, 1 TAB, 11 REF; part of Report of Project Committee on the Use of High Elastic Steel as Reinforcement for Concrete
  • Authors:
    • Gilkey, H J
    • Ernst, G C
  • Publication Date: 1937

Media Info

  • Monograph Title: Proceedings of the Sixteenth Annual Meeting of the Highway Research Board Held at Washington, D.C. November 18-20, 1936
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00213782
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: Aug 8 1971 12:00AM