DocumentCode :
3419674
Title :
Wheel forces during flange climb. II. NUCARS simulations
Author :
Elkins, John A. ; Shust, William C.
Author_Institution :
Transp. Technol. Center, Assoc. of American Railroads, Pueblo, CO, USA
fYear :
1997
fDate :
18-20 Mar 1997
Firstpage :
149
Lastpage :
156
Abstract :
The Association of American Railroads (AAR) has used its Track Loading Vehicle (TLV) to undertake a series of controlled flange climb derailment tests. This test program was performed on a section of tangent track at the AAR, Transportation Technology Center (TTC), Pueblo, Colorado, USA, and was the first time that controlled full-scale flange climb derailment testing had been performed in the USA. The primary objective of the project was to re-examine the current flange climb criteria used in the Chapter XI track worthiness tests described in M-1001, AAR´s Manual of Standards and Recommended Practices (Anon, 1993). Another objective was to compare the flange climb conditions obtained in the experiments with predictions made using AAR´s general vehicle dynamics simulation program NUCARS. This paper discusses the comparison of NUCARS predictions and test results for flange climb derailment boundaries. Some measurements and predictions of the distance required for the wheel to climb were also made
Keywords :
accidents; force; mechanical engineering computing; railways; safety; software packages; traffic engineering computing; Chapter XI track worthiness tests; NUCARS software; USA; climb derailment boundaries; computer simulation; derailment tests; flange climb wheel forces; general vehicle dynamics simulation program; rail vehicles; Flanges; Force measurement; Instruments; Performance evaluation; Predictive models; Rails; Railway accidents; Testing; Vehicle dynamics; Wheels;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Railroad Conference, 1997., Proceedings of the 1997 IEEE/ASME Joint
Conference_Location :
Boston, MA
Print_ISBN :
0-7803-3854-5
Type :
conf
DOI :
10.1109/RRCON.1997.581395
Filename :
581395
Link To Document :
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