Theoretical studies and calculations of interaction forces between the way the wheels rolling of different degrees of wear and tear
DOI:
https://doi.org/10.31498/2225-6733.30.2015.52387Keywords:
track, driving stability, wheel pair, horizontal forces, tread, speed, oscillations, critical speedAbstract
Experimental and theoretical studies of the wheel surface outline influence on the horizontal and cross forces interacting between the elements of the track and the rolling stock, operating on the Ukrainian railways, have been carried out. The theory modelling the rolling stock wheel pair impact on the stability of the wheel pairs motion in contact with the track has been further developed. Experimental study of the locomotive wheel pairs rolling surface has been carried out. Analyzing the experimental studies we have found out that the wheel pairs with reinforced surface, have a greater resistance to wear and tear but just to a certain extent, and then the rolling surface geometric dimensions wear and tear rate increases sharply. The digital outline obtained by means of laser scanning was used to calculate transverse horizontal forces. The calculations were made for three types of wheel pairs wear at the speeds up to 160 km/h, the track curves radii varying from 300 m to 1000 m. The two types of rails- R65 and UIC-60 both new and worn were used. Analyzing the results of the calculations it can be concluded that the rolling surface state influences the horizontal lateral force, wheel pair vibration amplitude; the critical speed of the locomotive reduces. Thus, to know the critical speed which must be higher for any wear of the rolling speed of locomotive wheel pairs is very important as it ensures the decrease of the track side effects. The theoretical results make it possible to estimate track and rolling stock interaction force; it can be concluded that the locomotive wheel pairs suspension rigidity influences the cross force tooReferences
De Pater A.D. On the reciprocal pressure between two bodies / J.B. Bidwell, ed. // Proceeding of a Symposium on rolling contact phenomena. – Amsterdam : Elsevier. – 1962. – P. 29-75.
Данилов В.Н. Железнодорожный путь и его взаимодействие с подвижным составом / В.Н. Данилов. – М. : Трансжелдориздат, 1961. – 112 с.
Бирюков И.В. Исследование причин повышенного износа гребней бандажей колесных пар электропоезда ЭР 22 и способов его уменьшения / И.В. Бирюков, Г.П. Бурчак, Ю.П. Федюнин // Труды МИИТа. – 1971. – Вып. 374. – С. 46-57.
Фришман М.А. Совреманная оценка характеристик жесткости подрельсового основания / М.А. Фришман // Труды ДИИТа. – 1977. – Вып. 186/19. – С. 77-85.
Ершков О.П. Расчеты поперечных горизонтальных сил в кривых / О.П. Ершков // Труды ЦНИИ МПС. – М., 1966. – Вып. 301. – 232 с.
Вербицкий В. Введение в теорию устойчивости колесных экипажей и рельсового пути: Монография / В. Вербицкий, А. Новак, Э. Даниленко, М. Ситаж. – Катовице-Киев (Польша-Украина) 2006-2007. – Донецк : «Вебер» (Донецкое отделение), 2007. – 255 с.
Downloads
How to Cite
Issue
Section
License
The journal «Reporter of the Priazovskyi State Technical University. Section: Technical sciences» is published under the CC BY license (Attribution License).
This license allows for the distribution, editing, modification, and use of the work as a basis for derivative works, even for commercial purposes, provided that proper attribution is given. It is the most flexible of all available licenses and is recommended for maximum dissemination and use of non-restricted materials.
Authors who publish in this journal agree to the following terms:
1. Authors retain the copyright of their work and grant the journal the right of first publication under the terms of the Creative Commons Attribution License (CC BY). This license allows others to freely distribute the published work, provided that proper attribution is given to the original authors and the first publication of the work in this journal is acknowledged.
2. Authors are allowed to enter into separate, additional agreements for non-exclusive distribution of the work in the same form as published in this journal (e.g., depositing it in an institutional repository or including it in a monograph), provided that a reference to the first publication in this journal is maintained.







