INFLUENCE OF SURFACE ROUGHNESS OF PRESTRESSING STRAND ON BOND PERFORMANCE

THE EFFECT OF STRAND SURFACE ROUGHNESS WAS DETERMINED BY MEASUREING BOND TRANSFER LENGTHS ON TEST MEMBERS CONTAINING CLEAN, PARTIALLY RUSTED, RUSTED OR EXPERIMENTALLY DEFORMED STRAND. IMPROVEMENT IN TRANSFER LENGTH AND ULTIMATE FLEXURAL STRENGTH WAS ACHIEVED BY UTILIZING RUSTED AND DEFORMED STRAND. /PCIJ/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/08879672
• Supplemental Notes:
  • Vol 14, No 1, PP 32-45, 9 FIG, 2 TAB, 14 REF
• Authors:
  • Hanson, N W
• Publication Date: 1969-2

Media Info

• Serial:
  • PRECAST/PRESTRESSED CONCRETE INSTITUTE. JOURNAL
  • Publisher: Precast/Prestressed Concrete Institute
  • ISSN: 0887-9672

Subject/Index Terms

• TRT Terms: Bonds; Flexural strength; Prestressed concrete; Roughness; Texture; Transfer characteristics
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209011
• Record Type: Publication
• Files: TRIS
• Created Date: Aug 17 1994 12:00AM