Mullins, G., Sen, R., Sagüés, A., Winters, D., Morton, C., Fernandez, J., Johnson, K., DePianta, V., Vomacka, J., & Mitchell, E. (2014). Design and construction of precast piles with stainless reinforcing steel (Report No. BDK-84-977-07). Florida. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/20382
Mullins, Gray, Rajan Sen, Alberto Sagüés, Danny Winters, Cara Morton, Joseph Fernandez, Kevin Johnson, Vincent DePianta, Jeff Vomacka, and Elizabeth Mitchell. Design and construction of precast piles with stainless reinforcing steel. Report no. BDK-84-977-07. Florida. Dept. of Transportation, 2014. https://rosap.ntl.bts.gov/view/dot/20382.
Mullins, Gray, et al. Design and construction of precast piles with stainless reinforcing steel. Florida. Dept. of Transportation, 2014, Report no. BDK-84-977-07, ROSA P. https://rosap.ntl.bts.gov/view/dot/20382.
The service life of prestressed concrete piles is, in part, dictated by the time required to corrode the steel once
;
chloride ions are at the surface of the steel. Stainless steel materials, although limited in availability in strand
;
form, have a higher tolerance to chloride ions and hence can provide a means to extend the service life. This
;
study scrutinized the corrosion and structural performance of three candidate high strength stainless steel
;
materials, XM-29, 2205 and 316 with the goal of identifying a possible solution that uses stainless steel for
;
prestressed concrete piles.
;
Laboratory studies were conducted to characterize mechanical and stress-corrosion resistance of the different
;
materials. Subsequently, four, 14 in square, 75 ft long prestresed instrumented piles were fabricated at a
;
commercial prestressing facility for future testing by FDOT. Three of the piles were made using the three
;
different stainless steels evaluated; the fourth was made using a low relaxation carbon steel as a control. The
;
study showed that it was feasible to use all three stainless steel materials for prestressing piles but 2205 was
;
most suited for this application.
Mullins, G., Sen, R., Sagüés, A., Winters, D., Morton, C., Fernandez, J., Johnson, K., DePianta, V., Vomacka, J., & Mitchell, E. (2014). Design and construction of precast piles with stainless reinforcing steel (Report No. BDK-84-977-07). Florida. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/20382
Mullins, Gray, Rajan Sen, Alberto Sagüés, Danny Winters, Cara Morton, Joseph Fernandez, Kevin Johnson, Vincent DePianta, Jeff Vomacka, and Elizabeth Mitchell. Design and construction of precast piles with stainless reinforcing steel. Report no. BDK-84-977-07. Florida. Dept. of Transportation, 2014. https://rosap.ntl.bts.gov/view/dot/20382.
Mullins, Gray, et al. Design and construction of precast piles with stainless reinforcing steel. Florida. Dept. of Transportation, 2014, Report no. BDK-84-977-07, ROSA P. https://rosap.ntl.bts.gov/view/dot/20382.
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.