U.S. flag An official website of the United States government.
Official websites use .gov

A .gov website belongs to an official government organization in the United States.

Secure .gov websites use HTTPS

A lock ( ) or https:// means you've safely connected to the .gov website. Share sensitive information only on official, secure websites.

i

Report C : self-consolidating concrete (SCC) for infrastructure elements - bond behavior of mild reinforcing steel in SCC.

File Language:
English


Filetype [PDF - 22.31 MB]

Details

  • Corporate Creators:
  • Subject/TRT Terms:
  • Publication/ Report Number:
  • Resource Type:
  • Geographical Coverage:
  • Edition:
    Final report.
  • Corporate Publisher:
  • Abstract:
    The main objective of this study was to determine the effect on bond performance ; of mild reinforcing steel in self-consolidating concrete (SCC). The SCC test program ; consisted of comparing the bond performance of normal and high strength SCC with their ; respective MoDOT standard mix designs. ; Two test methods were used for bond strength comparisons. The first was a direct ; pull-out test based on the RILEM 7-II-128 “RC6: Bond test for reinforcing steel. 1. Pullout ; test” (RILEM, 1994). The direct pull-out tests were performed on specimens with #4 ; (#13) and #6 (#19) deformed reinforcing bars. ; The second test method consisted of a full-scale beam splice test specimen ; subjected to a four-point loading until failure of the splice. This test method is a non- ; ASTM test procedure that is generally accepted as the most realistic test method for both ; development and splice length. The beam splice tests were performed on beams with #6 ; (#19) reinforcing bars spliced at midspan at a specific length to ensure bond failure ; occurs prior to shear or flexural failure. ; Analysis of the SCC data indicates that using SCC does not result in any increase ; in the required development length of mild reinforcing.
  • Format:
    PDF
  • Download URL:
  • File Type:
    Filetype[PDF - 22.31 MB]
  • Collection(s):
  • Main Document Checksum:
    urn:sha-512:62498fd7a1d166d260f5e5721c8240dfe5d2069a24a414ba3efebf7eab9dcfa607abb7f1a6cb4611369bf6930dc0f3b7c0d825918c861d3904365b958adb22f0
File Language:
English
ON THIS PAGE
 Found an issue?
Send us an email at:
ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.