Marshall, J. D., Anderson, J. B., Barnes, R. W., Barr, M. D., Quinn, A. J., & Wu, H. (2020). Experimental Determination of Braking Force Distribution in Steel Pile Bent Bridges (Report No. ALDOT 930-928). Auburn University. Dept. of Civil Engineering. https://rosap.ntl.bts.gov/view/dot/64902
Marshall, Justin D., J Brian Anderson, Robert W. Barnes, Matthew D Barr, Anna J Quinn, and Hongyang Wu. Experimental Determination of Braking Force Distribution in Steel Pile Bent Bridges. Report no. ALDOT 930-928. Auburn University. Dept. of Civil Engineering, 2020. https://rosap.ntl.bts.gov/view/dot/64902.
Marshall, Justin D., et al. Experimental Determination of Braking Force Distribution in Steel Pile Bent Bridges. Auburn University. Dept. of Civil Engineering, 2020, Report no. ALDOT 930-928, ROSA P. https://rosap.ntl.bts.gov/view/dot/64902.
The research conducted in this project was undertaken to gain insight into the load path and intensity of the longitudinal braking force in highway bridge substructures, specifically shorter span, simply-supported bridges. To evaluate braking force magnitude and distribution, two types of field tests were conducted static tests and dynamic braking tests. From these field tests, the data was processed and an analytical model was created and calibrated. The last component of the research project was a limited parametric study which further studied the distribution of the longitudinal braking force in substructure elements for simply supported spans typical in Alabama. The research demonstrated that the abutments will experience a maximum of approximately 75 percent and an individual column bent will experience a maximum of about 35 percent of the braking force. The demand in an individual component is related primarily to the position of the braking vehicle component and the relative stiffness of that component.
Marshall, J. D., Anderson, J. B., Barnes, R. W., Barr, M. D., Quinn, A. J., & Wu, H. (2020). Experimental Determination of Braking Force Distribution in Steel Pile Bent Bridges (Report No. ALDOT 930-928). Auburn University. Dept. of Civil Engineering. https://rosap.ntl.bts.gov/view/dot/64902
Marshall, Justin D., J Brian Anderson, Robert W. Barnes, Matthew D Barr, Anna J Quinn, and Hongyang Wu. Experimental Determination of Braking Force Distribution in Steel Pile Bent Bridges. Report no. ALDOT 930-928. Auburn University. Dept. of Civil Engineering, 2020. https://rosap.ntl.bts.gov/view/dot/64902.
Marshall, Justin D., et al. Experimental Determination of Braking Force Distribution in Steel Pile Bent Bridges. Auburn University. Dept. of Civil Engineering, 2020, Report no. ALDOT 930-928, ROSA P. https://rosap.ntl.bts.gov/view/dot/64902.
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.