Standards UIC - International railway union - Page 180

Measurement of the thermal effects in the interaction between continuous welded rails and superstructure in the case of a SNCF bridge with steel side bearers with concrete slab and ballast (Donzere bridge on the Paris Marseille line)

Measurement of the thermal effects in the interaction between continuous welded rails and superstructure in the case of a CSD steel bridge with track laid direct (Chlumpcany bridge)

Thermal phenomena in the interaction between CWR and bridges in the case of a RENFE prestressed concrete bridge with 20 isostatic spans carrying ballasted track (HACHO bridge)

Thermal phenomena in the interaction between CWR and bridges in the case of a DB prestressed concrete bridge with ballasted track (Kocher Bridge at Kochendorf)

Thermal phenomena in the interaction between CWR and bridges in the case of a steel CFF bridge with three spans, an expansion lenght of 56 m, non ballasted track and CWR (bridge across the Emmen near Luterbach)

Measurement of the thermal effects in the interaction between continuous welded rails and superstructure in the case of a CFF twospan steel structure with an expansion lenght of 110 m, nonballasted track and long welded rails (bridges across the Aare near

Interactions between track and structure due to the influence of temperature in the case of continuous welded rails: synthesis report

Measurement and evaluation methods

Braking and starting tests on three unballasted steel bridges of about 15, 30 and 60 metre span

Braking and starting tests on a steel bridge of 30 m span with ballast bed