ANALYSES OF RAILWAY BRIDGES
Journal Title: Journal of Industrial Design and Engineering Graphics - Year 2014, Vol 9, Issue 1
Abstract
This paper discusses two models with load approaches to model the distribution is prescribed by the Eurocodes: in the first model, each axle load point is represented by three forces, with 50% of the axle load acting on the sleeper located underneath the axle and 25 % on the two adjacent sleepers. In the second model, the three point forces is distributed through further sleepers and the ballast with the height to width ratio of the 4: 1.
Authors and Affiliations
RADU Valentin, DATCU Raluca, AVRAMESCU Maria
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