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- W2360830184 abstract "The CWR (Continuous Welded Rail) track on the railway bridge has different behavior with the CWR track on the ground. Movements of the railway bridge has an effect on the CWR track because they interlinked by ballast. This phenomenon is called by the CWR Track and Bridge Interaction. When the CWR track interacts with the bridge, it occur stresses of CWT track, longitudinal displacements of bridge, and longitudinal relative displacements of CWR track and bridge. To compare these results with some limitation in the railway track design codes is called by he CWR Track and Bridge Interaction Analysis. It is very important to check the stability of railway track. In this paper, a Euro code UIC774-3R is used for interaction analysis. The railway bridge designer used to plans dimensions of railway bridge first and then investigated stresses and displacements of the system by the CWR track and bridge interaction analysis. If these results go out bounds from the limitation of design codes, that designer should plan the railway bridges again and again. To help design the railway bridge more easily and comfortably, property designer use these presented parameters, it always satisfying with a limitation of UIC774-3R code (this mainly concerns 72MPa for permissible additional compressive stress in the rail and 5mm displacement of the deck under braking forces)." @default.
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- W2360830184 date "2007-01-01" @default.
- W2360830184 modified "2023-09-23" @default.
- W2360830184 title "Parametric Study on Railway Bridges and CWR (Cintinuous Welded Rail) Track Interaction" @default.
- W2360830184 hasPublicationYear "2007" @default.
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