Concrete slab track transition beam design (IM-PACT-024)

Last updated on 29 August 2013 3:18
The maintenance of rail top is difficult where slab track joins conventional. track due to differential settlement. This can lead to augmented rail and slab stresses. In order to reduce this risk and to facilitate the maintenance of rail levels, prestressed concrete longitudinal beams have been designed to be...
Author(s): Lindsay D.
Organisation(s): British Rail Research ;
1973
United Kingdom
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