NTL Record

Title On the Stability of the Railroad Track in the Vertical Plane
Record ID 80612
Personal Name
Creator
Kerr, Arnold D.
Corporate Creator New York University. Dept of Aeronautics & Astronautics
Corporate
Contributor
United States. Federal Railroad Administration. Office of High Speed Ground Transportation
Publisher United States. Federal Railroad Administration. Office of Research, Development, & Demonstrations
Publication Date 19721100
Language English
Abstract The report reviews and discusses various aspects of railroad track buckling in the vertical plane. Buckling tests of straight tracks are reviewed first. A review of the published analyses on vertical track buckling reveals that they may be grouped into two main categories. In one category, the authors assume that the track is an elastic beam which is continuously supported by a Winkler base, before as well as during buckling. In the other group, the authors assume that the track is a beam of uniform weight, which rests on a 'rigid' base and that the buckling load is reached when part of the track lifts itself off the base. To clarify the validity of some of the assumptions made, two simple models which represent the assumptions made are studied first. This is followed by a review of the literature.
Rosap ID dot:55706
Rosap URL https://rosap.ntl.bts.gov/view/dot/55706
TRT Terms Railroad tracks; Buckling; Expansion joints; Mechanical stability; Seasons; Temperature gradients; Train track dynamics
General Subjects Railroad track mechanics; railroad track stability; theory of stability; vertical buckling of track
Geographical
Coverage
United States
Contract Number DOT-FR-20064
Report Number NYU-AA-72-35
Availability Volpe National Transportation Systems Center, Technical Reference Center
Resource type Tech Report
URL https://ntlrepository.blob.core.windows.net/lib/80000/80600/80612/Kerr_On_the_Stability_of_the_Railroad_Track_in_the_Vertical_Plane.pdf
Format PDF
Database NTL Digital Repository