Abstract
In accordance with BD12/01, end treatments to corrugated steel culverts have to be designed to support the face edges of the steel where it is unable to act in ring compression. One suitable form of end treatment is a reinforced concrete collar beam. A literature review prior to the design of Smallways North Bridge revealed that no specific guidance exists for the design of such collar beams, neither in standards nor in literature published by suppliers of corrugated steel culverts. The purpose of this paper is therefore to outline one potential means of designing such elements by studying the design of Smallways North Bridge.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: Proceedings of the Institution of Civil Engineers - Bridge Engineering
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
