AN INVESTIGATION OF THE PARAMETERS INFLUENCING BOND BEHAVIOR WITH A VIEW TOWARDS ESTABLISHING DESIGN CRITERIA. VOLUME II - APPENDIX

The data are discussed in terms of the strength of the materials used, the specimen geometry and the type and quantity of web reinforcement. The lower bound equations for predicting the limiting bond stress and the development length required are presented in terms of bar diameter (which is the ratio of the bar cross-sectional to surface area), bar strength, concrete strength, web reinforcement and the cover and spacing of the bars. The W.V.U. recommended design equation for development length includes a consideration of dowel force and is compared to the University of Texas-Austin's recommended equation. This volume contains Appendix A - Experimental Data, Bond-Slip Curves.

  • Supplemental Notes:
    • Prepared by West Virginia Univ., Morgantown. Dept. of Civil Engineering. Sponsored in part by American Society of Civil Engineers, New York. Reinforced Concrete Research Council. See also Volume 1, PB-279 512.
  • Corporate Authors:

    West Virginia Department of Highways

    1900 Kanawha Boulevard East
    Charleston, WV  USA  25305

    West Virginia University, Morgantown

    Morgantown, WV  USA  26506

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  USA  20590
  • Authors:
    • Kemp, E L
    • Wilhelm, W J
    • Chen, N J
    • Alke, R B
  • Publication Date: 1977-11

Media Info

  • Pagination: 198 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00176031
  • Record Type: Publication
  • Source Agency: National Technical Information Service
  • Report/Paper Numbers: WVDOH-46-2-VOL-2, FHWA/WV-77/6-VOL-2, HPR-WVDOHRP-46
  • Files: NTIS, USDOT, STATEDOT
  • Created Date: Jul 19 2002 12:00AM