BOND STRENGTH OF STEEL, AFRP AND GFRP BARS IN CONCRETE

The problem of bond of new materials for concrete reinforcement, such as fiber composites, is not completely resolved. A fair amount of research and testing has been conducted in the last years to better understand the mechanisms of bond between concrete and fiber composite materials. The traditional approach to design for bond and mechanical transfer in steel reinforcement is to provide adequate development length. Researchers have applied the development length concept to nontraditional reinforcing materials such as fiber composite materials and found that adequate development length insures the full and efficient utilization of the reinforcement. There are, however, differences among researchers in regards to how much development length is needed. This paper presents the results of bond strength tests of glass and Aramid fiber reinforced composite bars as well as traditional steel bars. The test results indicate that the bond strength for the composite reinforcement is significantly less than for the steel bars. Consequently, the required development length for the fiber reinforced composite bars tested in this project is longer than that required in steel bars.

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  • Corporate Authors:

    University of Arizona, Tucson

    Drachman Institute, 819 E First Street
    Tucson, AZ  United States  85721

    University of Arizona, Tucson

    Department of Civil Engineering and Engineering Mechanics
    1209 E 2nd Street
    Tucson, AZ  United States  85721-0072

    University of Arizona, Tucson

    Transportation and Traffic Institute
    Tucson, AZ  United States  85721
  • Authors:
    • Larralde, J
    • MUELLER-ROCHHOLZ, J
    • Schneider, T
    • Willmann, J
  • Conference:
  • Publication Date: 1998-1

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 92- 101
  • Serial:
    • Volume: 2

Subject/Index Terms

Filing Info

  • Accession Number: 00763903
  • Record Type: Publication
  • ISBN: 189074302X
  • Files: TRIS
  • Created Date: May 17 1999 12:00AM