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A three dimensional model for masonry arch bridge behaviour (2005)
Journal Article
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

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... Read More about A three dimensional model for masonry arch bridge behaviour.