McElrath, K. S., Matamoros, A. B., Bennett, C., Li, J., & Rolfe, S. (2016). Repair of distortion-induced fatigue damage in bridge no. 135-87 (043SB and 044NB) using newly-developed strengthening schemes : summary (Report No. KS-16-06). Kansas. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/31160
McElrath, Kathleen S., Adolfo B Matamoros, Caroline Bennett, Jian Li, and Stan Rolfe. Repair of distortion-induced fatigue damage in bridge no. 135-87 (043SB and 044NB) using newly-developed strengthening schemes : summary. Report no. KS-16-06. Kansas. Dept. of Transportation, 2016. https://rosap.ntl.bts.gov/view/dot/31160.
McElrath, Kathleen S., et al. Repair of distortion-induced fatigue damage in bridge no. 135-87 (043SB and 044NB) using newly-developed strengthening schemes : summary. Kansas. Dept. of Transportation, 2016, Report no. KS-16-06, ROSA P. https://rosap.ntl.bts.gov/view/dot/31160.
A steel girder twin bridge structure located near Park City, Kansas, has experienced
;
extensive distortion-induced fatigue cracking in its web-gap regions. Due to
;
the bridge’s skewed, staggered configuration, the majority of these cracks have
;
occurred in the bottom web-gap region. The bridge was previously the subject of
;
a series of detailed finite element analyses that investigated the effectiveness of
;
several types of retrofits in repairing its distortion-induced fatigue cracks. One of
;
these retrofits, the “angles-with-plate” retrofit, was developed and tested at the
;
University of Kansas as a new retrofitting technique aimed at providing a more
;
economical and easy-to-install distortion-induced fatigue cracking repair. The
;
retrofit is made up of a pair of angles and a backing plate that connect the crossframe
;
connection plate and girder web in order to stiffen the web-gap region.
;
Results from the finite element analyses determined that the angles-with-plate
;
retrofit was the most effective and economical choice for repairs in the bridge,
;
and plans were made for its installation.
McElrath, K. S., Matamoros, A. B., Bennett, C., Li, J., & Rolfe, S. (2016). Repair of distortion-induced fatigue damage in bridge no. 135-87 (043SB and 044NB) using newly-developed strengthening schemes : summary (Report No. KS-16-06). Kansas. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/31160
McElrath, Kathleen S., Adolfo B Matamoros, Caroline Bennett, Jian Li, and Stan Rolfe. Repair of distortion-induced fatigue damage in bridge no. 135-87 (043SB and 044NB) using newly-developed strengthening schemes : summary. Report no. KS-16-06. Kansas. Dept. of Transportation, 2016. https://rosap.ntl.bts.gov/view/dot/31160.
McElrath, Kathleen S., et al. Repair of distortion-induced fatigue damage in bridge no. 135-87 (043SB and 044NB) using newly-developed strengthening schemes : summary. Kansas. Dept. of Transportation, 2016, Report no. KS-16-06, ROSA P. https://rosap.ntl.bts.gov/view/dot/31160.
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.