EVALUATION OF DEVELOPED RAILROAD TRACK MODEL CHARACTERISTICS CONVERGENCE TO STUDY A NEW METHOD OF TENSILE FORCE DETERMINATION
https://doi.org/10.21285/1814-3520-2018-2-217-229
Abstract
The Purpose of the study is to ensure the convergence of the rail bar mathematical model and its physical model through the comparison of their amplitude-frequency characteristics in order to study a new method of tensile stress determination. The METHODS used in the study include comparison of the resonant frequencies of the results of physical and mathematical modeling. RESULTS. Having compared the results of physical and mathematical modeling, we obtained the values of resonance frequency deviations for the physical and mathematical models by the finite element method (FEM). CONCLUSIONS. The obtained convergence of the results of physical and mathematical FEM simulation of the track will allow further researches of a new method of tensile stress determination.
About the Authors
O. V. Melnichenko
Irkutsk State Transport University
Russian Federation
Russian Federation
A. Yu. Portnoy
Irkutsk State Transport University
Russian Federation
Russian Federation
V. M. Agafonov
Irkutsk State Transport University
Russian Federation
Russian Federation
A. O. Linkov
Irkutsk State Transport University
Russian Federation
Russian Federation
S. G. Shramko
Irkutsk State Transport University
Russian Federation
Russian Federation
D. A. Yagovkin
Irkutsk State Transport University
Russian Federation
Russian Federation
R. I. Ustinov
Irkutsk State Transport University
Russian Federation
Russian Federation
References
1. BRITISH RAILWAYS BOARD. Measuring changes in longitudinal force in the rail1. Patent UK, no. 1336311, 1973.
2. Msc/nastran for Windows. Краткий справочник пользователя. The MacNeal Schwendler Corporation. [Электронный ресурс]. URL: https://studfiles.net/preview/2787749/ (01.12.2017)
3. Retting Manfred, Groll Peter. Method and device for determining forces exerted on a rail. Patent DE, no. 1793211, 2006.
4. Searle Donald S. Dynamic rail longitudinal stress measuring system. Patent US, no. 5386727, 1995.
5. Крейнис З.Л., Селезнева Н.Е., Бесстыковой путь. М.: Маршрут, 2005, 84 с.
6. Захаров С.М., Богданов В.М. Обобщение передового опыта тяжеловесного движения: вопросы взаимодействия колеса и рельса. М.: Интекст, 2002. 408 с.
7. Пат. № 2487325, Российская Федерация, МПК: G01L1/00. Способ измерения растягивающих усилий, действующих на рельс, и устройство для его реализации / А.Ю. Портной, О.В. Мельниченко, С.Г. Шрамко; заявитель и патентообладатель ИрГУПС. Заявл. 26. 05.2010; опубл. 10.07.2013.
8. Стали и сплавы. Марочник: справочник / Под ред. В.Г. Сорокина, М.А. Гервасьева. М.: «Интермет Инжиниринг», 2001. 608 с.
9. Шахунянц Г.М. Железнодорожный путь. М.: Транспорт, 1969. 536 с.
10. Шимкович Д.Г. Расчет конструкций в MSC/NASTRAN for Windows. Сер. Проектирование. М.: ДМК Пресс, 2001. 448 с.
Review
For citations:
Melnichenko O.V., Portnoy A.Yu., Agafonov V.M., Linkov A.O., Shramko S.G., Yagovkin D.A., Ustinov R.I. EVALUATION OF DEVELOPED RAILROAD TRACK MODEL CHARACTERISTICS CONVERGENCE TO STUDY A NEW METHOD OF TENSILE FORCE DETERMINATION. Proceedings of Irkutsk State Technical University. 2018;22(2):217-229. (In Russ.) https://doi.org/10.21285/1814-3520-2018-2-217-229
Views:
206
Email this article 