The movement of railroad ties: Simulation and field validation

Yin Gao, Hai Huang, Shushu Liu, Shelley M. Stoffels

Research output: Chapter in Book/Report/Conference proceedingConference contribution

2 Scopus citations


The railroad tie is an important component in track structure which provides lateral resistance, continuous support for rail and transfers the train load to ballast. The movement of the tie subject to train loading is usually considered as a vertical motion. However, it is believed that the real-world tie movement is not only translational but rotational due to moving load. In order to investigate the real movement of railroad ties, a train-track interaction computer program was used. The computer program includes a vehicle dynamics model and 3-D Finite Element (FE) track model. The wheel-rail contact forces were obtained from the vehicle dynamics model, and then input to FE track model to simulate the tie movement. Furthermore, the field validation was conducted at Northeast Corridor (NEC) in United States. The measuring units were mounted on the edge of ties to record the angle and acceleration change of the tie in three orthogonal directions. The data analysis showed that the fieldmeasured translational and rotational movement of ties have good agreement with the simulation results. It is concluded that the tie movement is not only up-anddown motion under moving train load, but also comprises rotation and lateral movements.

Original languageEnglish (US)
Title of host publication2016 Joint Rail Conference, JRC 2016
PublisherAmerican Society of Mechanical Engineers
ISBN (Electronic)9780791849675
StatePublished - 2016
Event2016 Joint Rail Conference, JRC 2016 - Columbia, United States
Duration: Apr 12 2016Apr 15 2016

Publication series

Name2016 Joint Rail Conference, JRC 2016


Other2016 Joint Rail Conference, JRC 2016
Country/TerritoryUnited States

All Science Journal Classification (ASJC) codes

  • Transportation


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