Development and application of the Illinois Buckle Risk Model (IBRM) using multi-source track condition data

• The Illinois Buckle Risk Model (IBRM) was developed, introduced, and demonstrated. • The model leverages experimentally-verified theory of buckle mechanics. • Combines these with track component and geometry data for strength assessment. • IBRM results are demonstrated on a revenue service Class I Subdivision. • Model outputs allow for maintenance prioritization at various infrastructure levels Track buckles occur more frequently in Continuously Welded Rail (CWR) as they lack joints to accommodate axial thermal expansion. Analysis of Federal Railroad Administration (FRA) accident database reveals that buckled-track derailments have been a persistent safety concern for U.S. railroads. The FRA initiated an extensive research program in the 1980 s to develop and experimentally verify a dynamic buckling theory which culminated in the development of the CWR-SAFE software. The Buckle module of CWR-SAFE accepts quantitative track condition input parameters and assesses the buckling risk of track in terms of its Buckling Safety Margin (BSM). BSM is a composite metric that accounts for track strength, rail temperature, and rail neutral temperature. Since the development of CWR-SAFE, there have been notable advancements in track inspection technologies capable of providing high-resolution track health data. The Illinois Buckle Risk Model (IBRM) leverages the outputs from three-dimensional machine vision and track geometry measurements systems into the CWR-SAFE environment to perform buckle risk assessment at an individual crosstie resolution. IBRM uses results from field and laboratory experiments to calibrate inspection system outputs into quantified inputs for CWR-SAFE. The application of IBRM is demonstrated using data collected from a Class I railroad subdivision. BSM calculations show that 1.9% of the subdivision track is in the desired range, 95.7% is in the adequate range, and 2.4% is in the minimum required range. This information can be used to prioritize both capital renewal projects and maintenance interventions. Results also demonstrate the IBRM’s flexibility and scalability for buckle risk assessment.

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Publication Details

Journal
Transportation Geotechnics
Published
2025-09-04
DOI
https://doi.org/10.1016/j.trgeo.2025.101706
Primary Topic
Infrastructure Maintenance and Monitoring
Type
article
Field-Weighted Citation Impact
0.00

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article

Development and application of the Illinois Buckle Risk Model (IBRM) using multi-source track condition data

Marcus S. Dersch, Arthur de O. Lima, J. Riley Edwards, N. K. Thakur
Transportation Geotechnics
Infrastructure Maintenance and Monitoring
article

Development and application of the Illinois Buckle Risk Model (IBRM) using multi-source track condition data

Marcus S. Dersch, Arthur de O. Lima, J. Riley Edwards, N. K. Thakur
article en

Abstract

• The Illinois Buckle Risk Model (IBRM) was developed, introduced, and demonstrated. • The model leverages experimentally-verified theory of buckle mechanics. • Combines these with track component and geometry data for strength assessment. • IBRM results are demonstrated on a revenue service Class I Subdivision. • Model outputs allow for maintenance prioritization at various infrastructure levels Track buckles occur more frequently in Continuously Welded Rail (CWR) as they lack joints to accommodate axial thermal expansion. Analysis of Federal Railroad Administration (FRA) accident database reveals that buckled-track derailments have been a persistent safety concern for U.S. railroads. The FRA initiated an extensive research program in the 1980 s to develop and experimentally verify a dynamic buckling theory which culminated in the development of the CWR-SAFE software. The Buckle module of CWR-SAFE accepts quantitative track condition input parameters and assesses the buckling risk of track in terms of its Buckling Safety Margin (BSM). BSM is a composite metric that accounts for track strength, rail temperature, and rail neutral temperature. Since the development of CWR-SAFE, there have been notable advancements in track inspection technologies capable of providing high-resolution track health data. The Illinois Buckle Risk Model (IBRM) leverages the outputs from three-dimensional machine vision and track geometry measurements systems into the CWR-SAFE environment to perform buckle risk assessment at an individual crosstie resolution. IBRM uses results from field and laboratory experiments to calibrate inspection system outputs into quantified inputs for CWR-SAFE. The application of IBRM is demonstrated using data collected from a Class I railroad subdivision. BSM calculations show that 1.9% of the subdivision track is in the desired range, 95.7% is in the adequate range, and 2.4% is in the minimum required range. This information can be used to prioritize both capital renewal projects and maintenance interventions. Results also demonstrate the IBRM’s flexibility and scalability for buckle risk assessment.

Transportation GeotechnicsVol. 55
University of Illinois Urbana-Champaign (US)
Federal Railroad Administration
Openalex Percentile: Top 75%
Infrastructure Maintenance and Monitoring
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