Carrydown of liquid friction modifier. (October 2022)

• Record Type: Journal Article
• Authors: Rahmani, Hatef; Gutsulyak, Dmitry; Stanlake, Louisa; Stoeber, Boris; Green, Sheldon
• Is Part Of: Proceedings of the Institution of Mechanical Engineers. Volume 236:Number 9(2022)
• Page Start: 1124
• Page End: 1134
• Publication Date: 2022-10
• Subjects: Top-of-rail -- friction modifier -- carrydown distance -- thickness measurement -- optical technique; Railroads -- Periodicals; Personal rapid transit -- Periodicals; 625.1
• DOI: 10.1177/09544097221076258
• Languages: English
• ISSNs: 0954-4097

Abstract

A small-scale laboratory apparatus was built to study liquid friction modifier (LFM) behavior in a top-of-rail application. A field experiment was also carried out to complement the laboratory findings. KELTRACK® (a water-based LFM) was used as the test fluid. Laser-induced fluorescence served to measure the LFM thickness left on the track after the passage of the wheel. The lab experiments show that the LFM cannot withstand the high wheel-rail contact pressure in the nip present in cargo rail situations. As a result, the liquid is squeezed out laterally and attaches to the edges of the wheel contact band. This "edge liquid" is then carried down the track on the wheel. Gravimetric measurements of the wheel contact band confirm this observation, and show that only a minute amount of liquid is carried through the nip in the valleys between surface roughness features. In the field experiment, the LFM is applied from a trackside unit on a tangent section of the track. About 500 m downstream of the application point, the track has a curved section. LFM cannot be detected anywhere on the track a short distance (∼200 m) past the application unit. However, LFM is detectable on the curved sections of the track up to approximately 2 km from the application unit. This LFM on the curved track is believed to be due to transfer of the "edge liquid" from the wheel to the track, caused by the movement of the contact band as the train rounds a curve. The presence of LFM on the curved track far downstream is consistent with prior measurements of reduced lateral force on the curved track downstream of LFM application sites.