Records of Failures to Railroad Safety Installation

Author(s):  
C.A. Drugarin ◽  
E. Spunei ◽  
C. Muscai ◽  
B. Protea ◽  
V. Navrapescu ◽  
...  
Keyword(s):  
2001 ◽  
Author(s):  
John Donelson ◽  
Wayne M. Zavis ◽  
S. K. (John) Punwani ◽  
Monique Ferguson Stewart ◽  
Mark C. Edwards

Abstract Science Applications International Corporation (SAIC) and Wilcoxon Research have developed a real-time on-board condition monitoring system for freight trains. The Office of Research and Development of the Federal Railroad Administration funded the development of the system. The system monitors bearings, wheels, trucks and brakes on freight trains in order to detect equipment defects and derailments. The objectives of the system are to improve railroad safety and operation efficiency through continuous monitoring of mechanical components on freight trains.


Author(s):  
R. Scott Huffard

This chapter traces anxieties over railroad safety and train wrecks in the South, which had the nation’s most dangerous railroads by the 1890s. As carnage piled up on the South’s rail lines, companies tried to shift blame to anonymous gangs of train wreckers as a strategy to avoid lawsuits and stave off attempts at state or federal regulation. The chapter uses two case studies of train wrecks – a wreck at Bostian Bridge in Statesville, NC and in Cahaba Creek in Alabama – to show how corporate lawyers and officials tried to perpetuate the myth of the train wrecker. The chapter gives quantitative data that shows how southern newspapers fuelled the panic over train wrecking. The chapter argues that this panic was racialized and many of the accused wreckers were African Americans that some of the same dynamics that led to lynchings. It closes with a discussion of train wreck ballads


Author(s):  
Marcus S. Dersch ◽  
Matheus Trizotto Silva ◽  
J. Riley Edwards ◽  
Arthur de O Lima ◽  
Tom Roadcap

Previous research indicates that spike fastener fatigue failures have led to at least ten derailments since 2000. Given that railroads continue to install fastening systems that have experienced spike failures, methods to quantify the stress state of the spike must be developed. Common approaches to quantify the effect of key variables include laboratory experimentation, field instrumentation, or finite element model development. However, these approaches may be both time and cost prohibitive. An analytical method based on beam on elastic foundation mechanics, similar to the analysis of laterally loaded piles in deep foundation design, was developed to estimate the spike stresses. The outcome is a laboratory-validated analytical approach that generates estimates of spike stress. This analytical model was used to investigate key design criteria (timber modulus, spike cross-sectional area, and load applied) that could be changed to improve the resiliency of the fastening system to increase railroad safety. Another outcome of this study is the development of an instrumented spike that quantifies the spike demands when installed and loaded within a crosstie.


2005 ◽  
Vol 83 (12) ◽  
pp. 35-37
Author(s):  
JEFF JOHNSON
Keyword(s):  

Author(s):  
Som P. Singh ◽  
Srinivas Chitti ◽  
S. K. Punwani ◽  
Monique F. Stewart

To improve railroad safety and efficiency, the Office of Research and Development of the Federal Railroad Administration (FRA) is running a project to develop and demonstrate an On-Board Monitoring Systems Concept (OBMSC) for freight trains. The project scope includes onboard detection of hot bearings, bearing defects, vehicle, ride quality, wheel tread defects, and derailed wheels. This paper presents an analytical model to detect derailed wheel conditions. In the model, an idealized wheelset with associated sprung and unsprung vehicle masses running on crossties is simulated using LS-Dyna software. Track structure (i.e., ties) ballast/subgrade, and soil are represented as linear elastic systems. This paper identifies wheelset vertical acceleration magnitude and associated frequencies for a derailed wheel for empty and loaded car conditions at various operating speeds. The research shows that the predicted wheelset acceleration magnitude for a derailed wheel overlap with those resulting from wheel tread defects, such as wheel flat, shells, and built-up tread. To differentiate between a derailed wheel and wheels with tread defects, a set of criteria is formulated based on amplitude and frequency ranges. Based on the analytical results from the derailed wheel model and field-tested results of revenue service wheels with tread defects, it is established that the OBMSC bearing adapter acceleration (BAA) can be used to detect a derailed wheel and conditions communicated to the train crew or other appropriate parties.


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