Effect of Critical Factors Influencing Longitudinal Track Resistance Leveraging Laboratory Track Panel Pull Test Experimentation

MS Dersch, M Potvin, AO Lima… - Transportation …, 2023 - journals.sagepub.com
There are, on average, 12.5 Federal Railroad Administration reportable derailments per
year on US mainlines and sidings caused by “defective or missing spikes or rail fasteners.” …

Quantification of vertical, lateral, and longitudinal fastener demand in broken spike track: Inputs to mechanistic-empirical design

MS Dersch, M Trizotto, JR Edwards… - Proceedings of the …, 2022 - journals.sagepub.com
To address a recent challenge related to broken spikes in premium elastic fastening systems
that have led to at least ten derailments and require manual walking inspections as well as …

Quantification of longitudinal fastener stiffness and the effect on fastening system loading demand

C Khachaturian, MS Dersch… - Proceedings of the …, 2023 - journals.sagepub.com
Over the past 20 years, there have been at least 10 derailments due to spike fastener fatigue
failures in North America. These fatigue failures have been considered a moderate to severe …

Review of Critical Factors Influencing Longitudinal Track Resistance

M Potvin, M Dersch, JR Edwards… - Transportation …, 2023 - journals.sagepub.com
Longitudinal track resistance is one of the most critical parameters required to accurately
analyze longitudinal load propagation and refine rail neutral temperature (ie, stress-free …

Analytical nonlinear modeling of rail and fastener longitudinal response

MS Dersch, MT Silva, JR Edwards… - Transportation …, 2022 - journals.sagepub.com
Comparatively little attention has been given to the quantification of fastener demands,
especially in the longitudinal direction. Research quantifying fastener demands is justified …

Numerical investigation on loading pattern of railway concrete slabs

H Liravi, A Khajehdezfuly, J Sadeghi… - Proceedings of the …, 2024 - journals.sagepub.com
Despite the recent surge in the construction of ballastless railway tracks, there exists a
notable research gap concerning the rail seat load (RSL) associated with these track types …

Development of Rail Anchor Testing Through Literature Review of CWR Buckling Resistance Evaluation

J Rodriguez, S Zhou… - ASME/IEEE Joint …, 2024 - asmedigitalcollection.asme.org
Continuously welded rail (CWR) is among the most used railroad systems worldwide with
great improvements compared to jointed tracks, including refined ride quality, increased …

Railroad track fastening system demands and response: Implications for mechanistic design

MS Dersch - 2022 - ideals.illinois.edu
Rail fastening systems, in conjunction with the crosstie, secure the rail to maintain gauge,
transmit thermal and service loads, and anchor the rail-crosstie structure against lateral and …

Rail Anchor Slip Force Testing

SM Rahmaninezhad, C Tarawneh, A Fuentes, D Vera… - 2024 - rosap.ntl.bts.gov
Continuous welded rail (CWR) is increasingly adopted to replace jointed track due to its
superior ride quality, extended fatigue life, and reduced maintenance costs. However, the …