Quantifying live bending moments in rail using train-mounted vertical track deflection measurements and track modulus estimations

Author:

Fallah Nafari Saeideh,Gül Mustafa,Cheng J. J. Roger

Funder

Canadian Rail Research Laboratory (CaRRL) at the University of Alberta

Publisher

Springer Science and Business Media LLC

Subject

Safety, Risk, Reliability and Quality,Civil and Structural Engineering

Reference30 articles.

1. Transportation Safety Board of Canada (2015) Statistical summary railway occurrences 2014. Tech Rep TU1-2E-PDF

2. Saat MR, Barkan CPL, Liu X (2012) Analysis of causes of major train derailment and their effect on accident rates. Transp Res Rec 2289:154–163

3. Dick CT, Barkan CPL, Chapman ER, Stehly MP (2003) Multivariate statistical model for predicting the occurrence and location of broken rails. Transp Res Rec 1825:48–55

4. Cannon D, EDEL K, Grassie S, Sawley K (2003) Rail defects: an overview. Fatigue Fract Eng Mater Struct 26:865–886

5. Jeong DY, Tang YH, Orringer O (1998) Estimation of rail wear limits based on rail strength investigations. Tech Rep Federal Railroad Administration DOT/FRA/ORD-98/07, DOT-VNTSC-FRA-98-13

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1. Use of measured accelerations from a passenger rail car to evaluate ride quality and track roughness – A case study;Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit;2021-08-23

2. A Priori Determination of Track Modulus Based on Elastic Solutions;KSCE Journal of Civil Engineering;2020-08-17

3. Continuous Evaluation of Track Modulus from a Moving Railcar Using ANN-Based Techniques;Vibration;2020-06-22

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