Joshi, B., Ramaswamy, N., Shrestha, P., Wang, J., Shan, X., Mo, Y., & Hsu, T. T. (2023). Performance of Skew Reinforcing in Inverted-T Bridge Caps of Donigan Road Bridge, Katy, Texas (Report No. FHWA/TX-24/0-6905-01-R1). Texas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/79723
Joshi, Bhagirath, Nagesh Ramaswamy, Priyanka Shrestha, Jiaji Wang, Xiaonan Shan, Y.L. Mo, and Thomas T.C. Hsu. Performance of Skew Reinforcing in Inverted-T Bridge Caps of Donigan Road Bridge, Katy, Texas. Report no. FHWA/TX-24/0-6905-01-R1. Texas. Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/79723.
Joshi, Bhagirath, et al. Performance of Skew Reinforcing in Inverted-T Bridge Caps of Donigan Road Bridge, Katy, Texas. Texas. Department of Transportation, 2023, Report no. FHWA/TX-24/0-6905-01-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/79723.
Reinforced concrete inverted-T bridge caps (ITBCs) have been widely used in Texas and the United States bridges. They are aesthetically pleasing, offer a practical means to increase vertical clearance, and have practical applications to address landscaping requirements. The ITBCs in Texas are designed using the traditional empirical procedures outlined in the TxDOT Bridge Design Manual (TxDOT BDM) LRFD that conform to the AASHTO (American Association of State Highway and Transportation Officials) LRFD (2014) Bridge Design Specifications. The traditional method of flaring the transverse reinforcement out in skew ITBCs brings insignificant design and construction complexity. In addition, the detailing of the transverse reinforcement has a profound influence on the overall shear capacity of the bent cap as well as the performance of the support ledge. Therefore, improper detailing can cause poor placement of concrete and cracks within the concrete structure, reducing the load-carrying capacity and increasing future maintenance costs.
In this research, two significant ITBCs are selected to investigate the structural performance of skew reinforcing. The global models for ITBC 2 (skew
...
Joshi, B., Ramaswamy, N., Shrestha, P., Wang, J., Shan, X., Mo, Y., & Hsu, T. T. (2023). Performance of Skew Reinforcing in Inverted-T Bridge Caps of Donigan Road Bridge, Katy, Texas (Report No. FHWA/TX-24/0-6905-01-R1). Texas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/79723
Joshi, Bhagirath, Nagesh Ramaswamy, Priyanka Shrestha, Jiaji Wang, Xiaonan Shan, Y.L. Mo, and Thomas T.C. Hsu. Performance of Skew Reinforcing in Inverted-T Bridge Caps of Donigan Road Bridge, Katy, Texas. Report no. FHWA/TX-24/0-6905-01-R1. Texas. Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/79723.
Joshi, Bhagirath, et al. Performance of Skew Reinforcing in Inverted-T Bridge Caps of Donigan Road Bridge, Katy, Texas. Texas. Department of Transportation, 2023, Report no. FHWA/TX-24/0-6905-01-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/79723.
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.