Research on the Influence of Dynamic Load on Suspended Monorail

Abstract:

The influence of the moving load on suspended monorail was studied. During the movement of suspended carriages were established inertial forces, which lead to the additional monorail curvature. Found the dependence of the maximum dynamic load of the trucks speed along the monorail. Established speed of truck at which load of the monorail is practically static. The dependence of the bending section of the monorail under the influence of moving dynamic forces and the value of dynamic coefficient for suspended monorail track were found.

• Periodical: Applied Mechanics and Materials (Volume 806)
• Pages: 23-29
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.806.23
• Online since: November 2015
• Authors: Viktor Gutarevych*, Nataliia Vodolaskaya, Esad Jakupović, Dragoljub Mirjanić
• Keywords: Carriage, Inertial Force, Moving Load, Oscillation, Suspended Monorail

References

[1] K. Popp, W.O. Schiehlen, Ground Vehicle Dynamics, Springer, Berlin, (2010).

[2] H. True, Dynamics of Railway and Rail/Wheel Contact, Dynamical Analysis of Vehicle Systems, CISM International Centre for Mechanical Sciences 497 (2009) 75-128.

DOI: 10.1007/978-3-211-76666-8_2

[3] W.O. Schiehlen: Dynamics of high-speed vehicles. International Centre for Mechanical Sciences Springer-Verlag, Wien-New York, (1982).

[4] E.K. Chanda, B. Besa, A computer simulation model of a monorail based mining system for decline development, International Journal of Mining, Reclamation and Environment 1 (25) (2011) 52-68.

DOI: 10.1080/17480930.2010.503386

[5] V. Gutarevych, Dynamic model of movement of mine suspended monorail, Transport Problems 9(1) (2014) 13-18.

[6] Jr.W. Weaver, S.P. Timoshenko, D.H. Young, Vibration problems in engineering, John Wiley & Sons, New York, (1990).

[7] O.A. Bauchau, Flexible Multibody Dynamics, Springer, London - New-York, (2011).

[8] F.L. Shevchenko, Dynamics of elastic rod systems, Lebed' Ltd, Donetsk, (1999).

[9] P. Museros, E. Molinerb, M.D. Martínez-Rodrigob, Free vibrations of simply-supported beam bridges under moving loads: Maximum resonance, cancellation and resonant vertical acceleration, Journal of Sound and Vibration 332 (2) (2013) 326-345.

DOI: 10.1016/j.jsv.2012.08.008

[10] F. Ziegler, Mechanics of Solids and Fluids, Springer, New York, (1998).

[11] V. Gutarevych, N. Vodolaskaya, Influence of the moving load on suspended monorail oscillations, in: Proceedings of the 14th International Conference Research and Development in Mechanical Industry (RaDMI-2014), Topola, 2014: pp.228-234.