This project assessed the use of ASTM A706 Grade 80 reinforcing bars in reinforced concrete columns.
;
Grade 80 is not currently allowed in reinforced concrete columns due to lack of information on the
;
material characteristics and column performance. Six half-scale, circular columns were tested: three
;
constructed with Grade 60 reinforcement and three constructed with Grade 80 reinforcement. Designs
;
followed standard design methodologies used by State Highway Agencies (including AASHTO).
;
Results indicate that columns constructed with Grade 80 reinforcement performed similar to columns
;
constructed with conventional ASTM A706 Grade 60 reinforcement. Computational modeling was
;
performed using OpenSees for all six columns. Results indicate that the columns constructed with
;
Grade 80 reinforcement achieved similar resistance and displacement and curvature ductility values
;
when compared with the reference columns constructed with Grade 60 reinforcement. The columns
;
constructed with Grade 60 reinforcement showed larger hysteretic energy dissipation than the columns
;
constructed with Grade 80 reinforcement.
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.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.