NTL Record

Title Analysis for lateral deflection of railroad track under quasi-static loading
Record ID 48595
Personal Name
Creator
Jeong, David Y.
Source 10p. in various paginga; Proceedings of the ASME 2013 Rail Transportation Division Fall Technical Conference, October 15-17, 2013, Altoona, PA
Corporate Creator John A. Volpe National Transportation Systems Center (U.S.)
Corporate
Contributor
United States. Department of Transportation. Federal Railroad Administration. Office of Research and Development
Publisher American Society of Mechanical Engineers
Publication Date 20131015
Language English
Abstract This paper describes analyses to examine the lateral deflection of railroad track subjected to quasi-static loading. Rails are assumed to behave as beams in bending. Movement of the track in the lateral plane is constrained by idealized resistance characteristics, while movement in the vertical plane is resisted by a continuous, linear and elastic foundation. These analyses are based on solving the ordinary differential equations for beam deflections. In certain cases, convenient mathematical expressions may be used to represent idealized lateral resistance characteristics and derive closed-form equations to relate lateral force as a function of track lateral deflection. However, in general, the idealized lateral resistance characteristic may be nonlinear, in which case numerical methods are required to examine the lateral load versus track lateral deflection behavior. In these general cases, a Fourier series technique is used to solve the governing equations numerically. The analysis of track lateral deflection subjected to quasistatic loads may be applied to examine track shift. For example, lateral resistance of track may be measured using Track Lateral Pull Tests (TLPT). The Fourier method is also used to examine the relationship between lateral and vertical wheel loads and track lateral shift.
Rosap ID dot:10105
Rosap URL https://rosap.ntl.bts.gov/view/dot/10105
TRT Terms Deflection tests; Railroad rails; Railroad ties; Concrete ties; Wood ties; Fourier analysis; Railroad tracks; Wheel loads
General Subjects Track shift; Lateral deflection; Lateral loads
Classification AGR - SAFETY AND SECURITY - SAFETY AND SECURITY;
NTL - RAIL TRANSPORTATION - RAIL TRANSPORTATION;
NTL - RAIL TRANSPORTATION - Rail Safety;
NTL - SAFETY AND SECURITY - Rail Safety;
NTL - SAFETY AND SECURITY - SAFETY AND SECURITY
Geographical
Coverage
United States
Contract Number RR19A2/LTC41
Report Number RTDF2013-4710
Availability Volpe National Transportation Systems Center, Technical Reference Center
Resource type Proceedings
URL https://ntlrepository.blob.core.windows.net/lib/48000/48500/48595/RTDF2013-4710.pdf
Format PDF
Database NTL Digital Repository