Jeong, D. Y., Tang, Y. H., & Orringer, O. (1998). Estimation of Rail Wear Limits Based on Rail Strength Investigations (Report No. DOT-VNTSC-FRA-98-13). United States. Department of Transportation. Federal Railroad Administration. https://rosap.ntl.bts.gov/view/dot/8450
Jeong, David Y., Yim H. Tang, and O. Orringer. Estimation of Rail Wear Limits Based on Rail Strength Investigations. Report no. DOT-VNTSC-FRA-98-13. United States. Department of Transportation. Federal Railroad Administration, 1998. https://rosap.ntl.bts.gov/view/dot/8450.
Jeong, David Y., et al. Estimation of Rail Wear Limits Based on Rail Strength Investigations. United States. Department of Transportation. Federal Railroad Administration, 1998, Report no. DOT-VNTSC-FRA-98-13, ROSA P. https://rosap.ntl.bts.gov/view/dot/8450.
This report describes analyses performed to estimate limits on rail wear based on strength investigations. Two different failure modes are considered in this report: (1) permanent plastic bending, and (2) rail fracture. Rail bending stresses are calculated using the classical theory of beams on elastic foundation. The effect of wear is modeled as a geometric change of the rail section due to loss of material from wear. Two different wear patterns are examined: (1) vertical railhead height loss, and (2) gage-face wear from the side of the rail (referred to as gage-face side wear). An elementary plastic-collapse criterion is used to estimate wear limits based on failure by means of rail bending. An approximate method that was previously developed to analyze the growth of internal transverse defects is also applied to estimate wear limits on the basis of fracture strength. These analyses reveal that rail-wear limits estimated with the fracture-mechanics approach are more restrictive (i.e., conservative) than those based on the plastic-bending approach. Therefore, for safe operations on railroad tracks, allowable rail-wear limits should be estimated on the basis of fracture strength.
Jeong, D. Y., Tang, Y. H., & Orringer, O. (1998). Estimation of Rail Wear Limits Based on Rail Strength Investigations (Report No. DOT-VNTSC-FRA-98-13). United States. Department of Transportation. Federal Railroad Administration. https://rosap.ntl.bts.gov/view/dot/8450
Jeong, David Y., Yim H. Tang, and O. Orringer. Estimation of Rail Wear Limits Based on Rail Strength Investigations. Report no. DOT-VNTSC-FRA-98-13. United States. Department of Transportation. Federal Railroad Administration, 1998. https://rosap.ntl.bts.gov/view/dot/8450.
Jeong, David Y., et al. Estimation of Rail Wear Limits Based on Rail Strength Investigations. United States. Department of Transportation. Federal Railroad Administration, 1998, Report no. DOT-VNTSC-FRA-98-13, ROSA P. https://rosap.ntl.bts.gov/view/dot/8450.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.