Normy UIC - Mezinárodní železniční unie - strana 198

Results of acceleration measurements taken on the track under 20 and 22.5 t axle loads

Analysis of dynamic measurements taken with the ORE measuring train with axle loads of 20 and 22.5 t

The influence of wheelflats on the track with 20 and 22.5 t axleloads

The dynamic effects due to increasing axle load from 20 to 22.5 t and the estimated increase in track maintenance costs

General conditions for the study of the evolution of track geometry based on historical information

Assessment of the service life of rails from their defect occurrence

Final report Conclusions and recommendations

Linear calculation using finite elements by Messrs Cervi et Fumey (SNCF) edited by Mr Kaminski (ERRI)

Calculation of twist and displacements in UIC 60 rail using rail fastening system W and rail pads Zw 687a AND Zw 700 by Dr.Ing. Johannes Franz (DB AG)

Stresses in a fastening system caused by wheel forces by Josef Turek (CD) Edited by Mr A. Kaminski (ERRI)