Die Schiene als Tragbalken

Translated title of the contribution: The rail as supporting beam

Research output: Contribution to specialist publicationArticle

11 Scopus citations

Abstract

Rail bending and bending moment, as well as ballast compression, can be computed using the well-known Winkler/Zimmermann method. In evaluating the dynamic behaviour of the permanent way the secondary flexion of the rail needs to be taken into account.

Translated title of the contributionThe rail as supporting beam
Original languageGerman
Pages22-25
Number of pages4
Volume55
No5
Specialist publicationEisenbahningenieur
StatePublished - May 2004

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