LOADING OF THE RAIL REGARDED AS A BEAM
BEANSPRUCHUNG DER SCHIENE ALS TRAGER
The author presents a procedure whereby rail loading as a result of bending, eccentric imposition of load, internal, thermal and other stresses, as well as the ballast coefficient, can be determined. From data and formulae presented, it is possible to calculate the permissible speed and axle loading for a given rail profile. The condition of the soil foundation and the ballast bed are also considered in this study.
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Corporate Authors:
Hestra Verlag
Holzhofallee 33, Postfach 4244
6100 Darmstadt 1, Germany -
Authors:
- EISENMANN, J
- Publication Date: 1969-8
Language
- German
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 306-312
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Serial:
- Eisenbahntechnische Rundschau
- Volume: 18
- Issue Number: 8
- Publisher: Hestra Verlag
Subject/Index Terms
- TRT Terms: Axle load force; Ballast (Railroads); Bending; Bending stress; Dynamic loads; Mathematical models; Railhead; Railroad rails; Soil mechanics; Stresses; Structural design; Technology; Thermal stresses; Velocity
- Uncontrolled Terms: Ballast
- Geographic Terms: Germany
- Old TRIS Terms: Axle loadings; Mathematical studies; Rail design; Rail head profile
- Subject Areas: Geotechnology; Railroads;
Filing Info
- Accession Number: 00037442
- Record Type: Publication
- Files: TRIS
- Created Date: Nov 24 1976 12:00AM