The UK Design Manual for Roads and Bridges (DMRB) document CS 455 for the assessment of concrete highway bridges and structures has been rewritten and updated as part of the project to update the DMRB suite of documents. The key technical changes introduced in the document are outlined in this paper, including: methods for estimating worst credible strength; simplification and improvement in shear resistance near a support where there is a short anchorage length; incorporation of strut-and-tie modelling; serviceability limit state assessment requirements for prestressed concrete; shear resistance of prestressed concrete; and new rules for the effect of cover on bond. The technical background to the key changes is briefly outlined and some of the efficiencies that can be delivered using the new document are highlighted.
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September 2021
Research Article|
August 19 2021
Background to CS 455: The assessment of concrete highway bridges and structures
Jon Shave, MEng, PhD, CEng, MICE
;
Jon Shave, MEng, PhD, CEng, MICE
Technical Director, Civil, Bridge and Ground Engineering, WSP, Bristol, UK (corresponding author: jon.shave@wsp.com)
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John Bennetts, MA, MSc, EngD, CEng, MICE;
John Bennetts, MA, MSc, EngD, CEng, MICE
Principal Engineer, Civil, Bridge and Ground Engineering, WSP, Bristol, UK
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Pierfrancesco Valerio, PhD, CEng, MICE;
Pierfrancesco Valerio, PhD, CEng, MICE
Structures Manager South, Highways England, Guildford, UK
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Paul Jackson, BSc, PhD, CEng, FICE, FIStructE
Paul Jackson, BSc, PhD, CEng, FICE, FIStructE
Technical Director, Ramboll, Southampton, UK
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Publisher: Emerald Publishing
Received:
June 28 2021
Accepted:
June 29 2021
Online ISSN: 1751-7664
Print ISSN: 1478-4637
ICE Publishing: All rights reserved
2021
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2021) 174 (3): 186–194.
Article history
Received:
June 28 2021
Accepted:
June 29 2021
Citation
Shave J, Bennetts J, Valerio P, Jackson P (2021), "Background to CS 455: The assessment of concrete highway bridges and structures". Proceedings of the Institution of Civil Engineers - Bridge Engineering, Vol. 174 No. 3 pp. 186–194, doi: https://doi.org/10.1680/jbren.21.00040
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