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A three dimensional model for masonry arch bridge behaviour

Harvey, Bill; Tomor, Adrienn; Smith, Fraser

Authors

Bill Harvey

Adrienn Tomor Adrienn.Tomor@uwe.ac.uk@uwe.ac.uk
Senior Lecturer in Civil Engineering

Fraser Smith



Abstract

The models used for the distribution of load within masonry arch bridges are demonstrably imperfect. Using a thrust model, it is not viable for a wheel load applied to a small patch to be supported by a parallel thrust in a strip of arch. The thrust must gather at the load and is clearly likely to spread laterally towards the springing. Until now, distribution models have implied that all the distribution takes place in the fill. There is some experimental evidence, and it is reasonable to conclude, that the arch itself distributes the thrust substantially. It is also clear that the analytical models of arch bridges are inadequate. They demonstrably underestimate the strength of many bridges while some show signs of distress at loads much lower than predicted by analysis. Since the analyses are clearly sound in the two dimensional sense in which they work, any error must be a result of the input, of which distribution models are a major part. This paper presents a more rational concept of distribution, shows how the concept can be modelled economically and effectively and indicates the likely benefits. It is argued that, even though the model is not experimentally proven, it is more realistic and could be used in practice, at least for the exploration of behaviour of seemingly sound bridges which have been condemned by existing analyses.

Citation

Harvey, B., Tomor, A., & Smith, F. (2005). A three dimensional model for masonry arch bridge behaviour. Structural Engineering International, 15(2), 101-104. https://doi.org/10.2749/101686605777963233

Journal Article Type Article
Acceptance Date May 1, 2005
Online Publication Date Mar 23, 2018
Publication Date May 1, 2005
Journal Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE)
Print ISSN 1016-8664
Peer Reviewed Peer Reviewed
Volume 15
Issue 2
Pages 101-104
DOI https://doi.org/10.2749/101686605777963233
Keywords arch bridge behaviour
Public URL https://uwe-repository.worktribe.com/output/1049793
Publisher URL http://dx.doi.org/10.2749/101686605777963233
Additional Information Additional Information : The paper is based on the PhD project by Tomor. Authors made equal contributions.