PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Dynamic analysis of railway platform chassis model

Autorzy
Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The aim of the paper is to build a numerical model of a railway wagon, to perform statics calculation as well as to compare the calculations results with the experimental results of measurement of a real railway wagon maximal deflection and to conduct dynamic analyses. The examined railway wagon was designed to transport interchangeable containers in ACTS (Abroll Container Transport System). The essential matter of such reloading is placing the container on a special rotating platform which enables horizontal reloading of the load onto the truck. In order to perform strength and dynamic numerical analyses with a finite element method (FEM), a 3D coat-beam model of the wagon were prepared. The discreet FEM model was executed with the aid of MSC.Patran preprocesor and for calculations MSC Nastran program was applied. The obtained results were verified by the experimental results of measurement of real railway wagon maximal deflection. The correctly verified model was applied both for modal analysis of free vibration and time dependent dynamic analysis. The influence of dynamic load on construction strength was examined. The loading model was selected so as to represent hypothetical simultaneous loading of the containers on the carriage frame. It turned out that the most strenuous element during the simulation of loading the containers onto the frame was the element of the vertical reinforcing plate which is in the direct contact with the pivot support of the carriage.
Twórcy
autor
autor
  • Military University of Technology Department of Mechanics and Applied Computer Science Gen. Sylwester Kaliskiego Street 2, 00-908 Warsaw, Poland phone: +48 22 6839226, +48 22 6839654, kchlus@wat.edu.pl
Bibliografia
  • [1] Maziarz, W., System ACTS. System przeładunku poziomego, www.logistyka.net.pl/index.php? option=com_content&task=view&id=1533&Itemid=40, 2001.
  • [2] Reference Manual, MSC.PATRAN, Version r2, MSC.Software, 2007.
  • [3] Reference Manual, MSC.NASTRAN, Version r2, MSC.Software, 2007.
  • [4] Niezgodziński, M. i T., Wytrzymałość materiałów, PWN, Warszawa 2002.
  • [5] Dacko, M. i inni, Metoda elementów skończonych w mechanice konstrukcji, Arkady, Warszawa 1994.
  • [6] Kwaśniowski, S., Nowakowski, T., Transport intermodalny w sieciach logistycznych, Oficyna Wydawnicza Politechniki Wrocławskiej, Wrocław 2008.
  • [7] Domagała, M., Hawryluk, M., Lisowski, E., Optymalizacja konstrukcji platformy kolejowej do przewozu ciężkich ładunków, Transport Przemysłowy, Nr 2(34), s. 40-43, 1994.
  • [8] www.kockumsindustrier.se/products/freight/Intermodal/Megaswing.htm
  • [9] Chłus, K., Krasoń, W., Influence of bearing model in part over carriage on chassis stiffness of railroad platform, XXX Seminarium Kół Naukowych Mechaników WAT, Warszawa 2011.
  • [10] Rusiński, E., Czmochowski, J., Smolnicki, T., Zaawansowano metoda elementów skończonych w konstrukcjach nośnych, Oficyna Wydawnicza Politechniki Wrocławskiej, 2000.
  • [11] Ndambi, J. M., Giannopoulos, G., Vantomme, J., Dynamic characterisation of an IPC pedestrian bridge, Engineering Structures 27, 229–237, www.sciencedirect.com/science/article/pii/S0141029604003347, 2005.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BUJ5-0039-0012
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.