The Load Bearing Capacity of Railway Masonry Arch Bridges
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Marek Vokal,
Michal Drahorad
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Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
2018, Volume 18, Issue 2, Pages 66-72
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Doi: 10.31490/tces-2018-0019
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This paper deals with the way of calculating the load-bearing capacity of masonry arch railway bridges. It reviews the basic aspects of structural behaviour of these bridges, such as material non-linearity of masonry and interaction with the soil. Paper shows, how to include second order analysis in the calculation, because in some cases it might have non-negligible influence. It reminds the requirements of standards and shows, how to calculate the load-bearing capacity in accordance with these requirements with influence of mentioned non-linearities.
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